HomeMy WebLinkAboutSPANISH HILLS LT 5rol TM FEW
Municipality of Anchorage
Community Development Department Page 1 of 2
On-Site Water and 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: OSP171184 PID Number: 017-151-05 ❑✓ New El Upgrade
Name:
SPINELL HOMES ABSORPTION FIELD
Address
❑ Deep Trench ❑✓ Shallow Trench 111 Bed El Mound
NSN CARITA LANE ❑ Other Fe
Phone Number of Bedrooms Soil Rating Total depth from original grade
4 2 GPD/SF I IF
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pi ---
Subdivision Block Lot 0.5 Ft. 0.5Ft.
Spanish Hills 5 Fill added above original grade Gravel length
Township Range Section 2.5 Ft. 60 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5Ft. n/a n/a Ft.
To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches
From Tank Field Tank Line 300 Ft2 1 n/a Ft.
Well 113.2 115.3 125.4 N/A 98.3 TANK ❑Septic 0 S.T.E.P. ❑Holding 0 Other
Manufacturer Capacity
Surface Water 100+ 100+ 100+ N/A Anchorage Tank/Orenco 1500Gal.
Material Number of compartments
Lot Line 50.2 32.3 50.2 N/A FIBERGLASS 2
NA
Foundation 5.0 23.3 16.2 N/A LIFT STATION
Manufacturer Capacity
Curtain Drain N/A N/A N/A N/A Orenco 500 Gal.
Pump on level at Pump off level at High water alarm at
Remarks
43 in. 40 in. 45 in.
Pump make and model Electrical Inspections performed by
P2005
PIPE MATERIAL House to tank 3034 Tank to 3034
Installer drainfield
SPINELL HOMES Drainfield 3034 CO/MT 3034
Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft
Inspection 1. 09/18/17 nd Location and description
dates: 2 09/19/17
3rd - 4,h SW Corner of house
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
.r~r\\mak
Conditional Approval: DateA11100F Alfie
• � II
i`0•.• *.%-1"‘ %9*�1
*. 49 mi \.. ... v
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Inspection Report_1-1-12.doc
DESIGN PARAMETERS -EA (IABBW
REVIATIONS -W - T,TER LINE / k \� i
PRIMARY/RESERVE SEPTIC SYSTEM TH TEST HOLE W(,EL RADIUS \
- NO. BEDROOM: 4 (600 gpd) (P) PROPOSED \ L- W / \ \
TANK SIZE: 1500g ADVANTEX -SS -SS - NEW EPTIC it
\W/ AX20 POD CO CLEAEXISTNG '- ***
CO CLEAN OUT NO.
PERE RATE: 34.5 MPI \ -
SOIL RATING: 2 GPD/SF MT MONITOR TUBE NO. \ II 'v.
TYP TYPICAL - ��
AREA RQD: 300 SF \
SYS. TYPE: WIDE TRENCH 0.5'ED \ 5' UTILITY EASEMENT - �.,,
MIN LENGTH: 60 LF N / \ TRUE NORTH SCALE: r=50'
e
USED: \ \ - •
`'�
60 LFx5'Wx0.5' E.D., 1.0' TD
TOTAL AREA: 300 SF \ -
INSTALLED 1500g ADVANTEX TANK (N ��O
WITH AX20 POD W/ FC BEFORE & 7 N
8
- DCO AFTER TANK N - 1-I
N
(E) INSTALLED(ABSORPTION FIELD N OR/x'11/4 SBD LOP 5 WELL (N) L
\ 6OLF x 5'W x 0.5'ED x 1.0'TD \ Q I
I INSTALL COs & MTs AT EACH END \
PLACE RIGID INSULATION IF ~
•
I c 113.2 \
LESS THAN 3' OF COVER
I1 1 `' L.�� M., 115.3
I� ,� \`-... / Thr `, \ 1 � I
RESERVE ABSORPTION FIELD NIC LIMIT OF FILL - - ` •
\ ./ 32.3 (PRIMARY FIELD)
60LFx5.0'Wx0.5'E.D.,1.0'T.D. -10.0_, -
,� _N w 1 96- 4-� _ _
LIMIT R FILL _�� \ 1
\! � (RESERVE FIELD) �M
` � \ - W
92 A B C 1
0 } ' / EAS
FC 4.1 20.1
\88 �o' DRAINAGE E _ _ MH1 7.0 26.1
\ �I MH2 16.2 37.1
\ i DCO 20.6 16.4 38.4
/ [7/ Cl 46.2 52.1
M1 46.0 51.4 -
C2 29.7 36.7
W M2 27.7 35.9
m RIGID INSULATION
D
ap - p wp o DRAIN ROCK 6 0' p
z a z z m z o ABOVE PIPE INV 1-W z
o'er a a o� 6 z zm
4c� oc� U 4" 0 DRAIN PIPE D _,
EL.100:0 FILTER FABRIC
AX-20 `_ F.G.EL.99.0
- - ---- O.G EL.9 ---
•.... 2" R.I - \\
O.G.EL.96.5
96.4 / 1500g 96.0 - '-i-96.0 l.D 0
ADVANTEX(N) 95.5J '.\DRAIN ROCK 1-95.5
I- 60.0 -I
6.•
9.• EL.87.5
BOH
NO GROUNDWATER
10.UL1 7
NOTES: j 7
Sate
PANNONE ENG SVC, LLC02/07/18
RECORD DRAWING
P.O. 80X 102954 ANCHORAGE, AK 99510
12,v.V 1 --,'.13 Co.N+mir." _ PHONE (907) 272-8218 FAX (907) 272-8211cale
1" = 50'
.I.D. NO
SPANISH HILLS, LOT 5017-151-05
DRAWN JRL SPINELL HOMES, INC. ERMIT NO.
NSN CARITA LANEOSP171184
ANCHORAGE, AKheet
SITE PLAN
2 OF 2
Certified Drilling Log
DOC CO dba
BILL 8. COLE
is, utuvAN WATER WELLS
P.O. Box 670269, Chugiak,AK 99567 688-2759
OWNER OF LAND: Spinell Homes Bore Hole Data
ADDRESS:
— Depth
LEGAL DESCRIPTION Spanish Hills Lot 5 _ From To
DATE: 8-21-17 0 2 Casing Stickup
PERMIT NUMBER: OSP171184 DATE OF ISSUE: 7-28-17
TAX IDENTIFICATION NUMBER 01715105000 2 4 Overburden
Is well located at approved permit location: Yes ENo 4 18 Tight Silty Sand &Gravel w/Clay
Method of Drilling: Flair rotary ricable tool 18 38 Silty Sand & Gravel Tight
Depth of Well: 324' 38 49 Silt&Sand
Casing Type: Steel Wall thickness .250 inches 49 121 Tight Sand &Gravel
Diameter: 6 inches, depth 317 feet
Liner type 121 248 Hardpan Gray
Static Water Level: 247 feet 248 309 Hardpan w/Clay Brown
Recovery Rate 10 gpm n gph 309 317 Hardpan Gray w/Clay
Method of Testing Air 317 324 Hardpan w/Water
Well Intake Opening Type: open end reopen hole
Ti Screened Start feet Stopped
n Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50 lbs
Depth:from 2 feet,to 42 feet
Well Disinfected Upon Completion: Nyes LI no
Method of Disinfection: Chlorine 50 PPM
Comments:
WATER QUALITY TESTING
:ollform_ N e q C01100mL
Nitrates._._JN mg/1_
Arsenic, W P Dg/L
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough: Department of Environmental Conservation.
DOC CO am
1 IILLIVAN WATER WELLS
'P.O.Box 670269.Chugiak,AK 99587 688-2759
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number.SW OSP171184 Date of Issue 7-28-17
Parcel Identification Number: 01715105000
Legal Description Property Owner Name&Address 1
Spanish Hills Lot 5 Spinel)Homes
1
Pump Installation Date: 11-9-17
I
Pump Intake Depth Below Top of Well Casing: 310 feet J
Pump manufacturer's Name: F&W
Pump Model: 4F11P103015 11
I
Pump Size: 1 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Installer: Pomraning Excavation
Disinfected Upon Completion? ® yes ❑ no
Method of Disinfection: Chlorine 50 PPM
RECFIvFP
Comments: Pitless Manufacturer:Martinson
NCV 21 'l ';
Spinell Hames, In-
Pump Installers Name: Sullivan Water Wells
Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
MUNICIPALITY OF ANCHORAGE ,, n
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
1), 1'.,11 mcnt
4y<HURAf.E
On-Site Water & Wastewater System Permit
Permit Number: OSP171184 Effective Date: 7/28/2017
Work Type: WellSeptic Initial Expiration Date: 7/28/2018
Tax Code Number: 01715105000
Site Legal Address: SPANISH HILLS LT 5 G:2939
Site Mailing Address: 13401 Carita LN, Anchorage
Owner: NELSON EDWARD & ETHEL LIVING Lot Size in Sq Ft: 49508
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
El Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy II Private Well ❑ 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: 2i 7
Issued By: �, C ( Date: -1 2 . .2011
MUNICIPALITY OF ANCHORAGE
Community Development Department Pho - G -34 - •64
Development Services Division �`' �9 -off
On-Site Water & Wastewater Program
JUL 1 3 201/7
3
ON-SITE SEWER/WELL PERMIT APPLICATION 1• r
�6 • ti
hw
Parcel I.D. 017-151-05 a6 8 L 9 c.;
Property owner(s) Edward & Ethel Nelson Living Trust Day phone
Mailing address 1300 Ne 16th Ave. Apt. 353, Portland, OR 97232
Site address NSN Carita Lane
Legal description (Sub'd., Block & Lot) Spanish Hills, Lot 5
Legal description (Township, Range & Section)
Lot Size 49508 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ❑X Initial (� Single Family (SF) ❑X
(w/wo ADU)
Septic Tank ❑X Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑X
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE 1 WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 6(, ♦ DIS = 1 e ( Waiver Fees:
Date of Payment: 1- 1 `t-I1 Date of Payment:
Receipt Number: 05i444 6t Receipt Number:
Permit No. oser i 11 $Li Waiver No.
Permit App_ _._c
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:stevePpanengak.com
July 11, 2017
Subject: Spanish Hills, Lot 5
Septic System and Well Permit Request
Design Narrative
This is a design narrative for a permit to install a septic system and well to be issued for this property. The
proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The
system will utilize a new 1500g advantex tank with an AX20 POD and CAT III drain field. This lot and the
surrounding lots are served by private wells. There are no wells within 100' of the proposed septic
system.
1. Soils. One test hole was performed in the vicinity of this system by PES in June 2017, and groundwater
was monitored for at least seven days. Ground water was not observed to a depth of 9.0' below the
surface in the test hole monitor tube in July of 2017. Bedrock was not encountered in the test hole to
9.0'. Based on the results of the percolation tests and overall soils appearance; an application rate of
2.0 gallons/day/square was used for a CAT Ill wastewater system in the area of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.
The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography on the lot generally slopes from northeast to southwest,
with a slope of approximately 7% in the area of the drain field. There are no steep slopes within 50' of the
proposed drain field. The proposed drain field will maintain 50' separation all steep slopes.
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that
the review is complete and that there are no further comments is received from MoA On-Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
_ I 44
NOTE:
SEPTIC AREA (E) NO CURTAIN DRAIN SHALL BE
ZY INSTALLED WITHIN 20' UPGRADIANT I
A OR 50' DOWNGRADIANT OF THE
M \
DRAIN FIELD.
Z \ 4/N
IR Q ____=-7 .---=-7----7-----7---7--- .
,Y 5' UTILITY EASEMENT \
I _
r
PRIMARY/ RESERVE DRAIN FIELD (P)
3 6OLF x 5'W x 0.5•ED x 1.0'TD �R/VF1—
)6
WITH 1.25" LATERAL AND " HOLES 18" O.C. 11'4y Z
INSTALL MONITOR TUBE AT EACH END ( w
PLACE RIGID INSULATION IF 48Rg LOT 5 WELL (P) V)
LESS THAN 3' OF COVER• HOUS 4•
I / ' (P}
! ' , \‘k--1-1 15008 ADVANTEX TANK (P)
WITH AX20 POD AND AUX. PUMP VAULT (/ \ , \ INSTALL FOUNDATION CLEAN OUT �.
j/ \`\
L. LIMIT OF FILL / i
\\ �•�� (PRIMARY FIELD) yy
,W\ \ 15.3 �\ __-----
N
W� �W
�1
LIMIT OF FILL
(RESERVE FIELD)rM --------------41`
14‘ .------ 44 —
l
O• DRAINAGE
EASEMENT --------
-ii
------ FT
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
L_____. SEPTIC AREA (E) 6 NO. BEDROOM: 4 (600 gpd)
C-3.
TANK SIZE: 1500g ADVANTEX
W/ AX20 POD & AUX PUMP VAULT
WELL (E) PERC RATE: 34.5 MPI
\ SOIL RATING: 2 GPD/SF
AREA ROD: 300 SF
SYS. TYPE: WIDE TRENCH 0.5'ED
MIN LENGTH: 60 LF
\ USE:
+60 LFx5'WxO.5' E.D.. 1.0' TD
II, TOTAL AREA:� SF
\
NOTES: PANNONE ENG SVC,C, LLC J4_Q At. Ak 7Dote
27 2017
FOR CONSTRUCTION
P.O. BOX 100217 ANCHORAGE, AK 99510 '...' qS 14
/',P' •'F Scale
PHONE (907) 272-8218 FAX (907) 272-8211 �i�. •9 ,' 1"=5O'
*•' *'// P.I.D. NO
SPANISH HILLS, LOT 5 1 017-151-05
SPINELL HOMES, INC. to R. annorae j PERMIT NO.
v , CE 8149 ,•A- A° OSP171184
NSN CARITA LANE 9b64,,,.... r
PLAN ANCHORAGE, AK � OF-E`==�g+r Sheet
OF 3
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
SLOPE SITE PL•N
OR ORGANICS
1
2 oR/fr ,
)- t
3 /3 4BRg LO
4 HOUSE\
GM/ SILTY GRAVEL (P)
5 ML AND SILT 1 ("-----
X TH 1
6
/J \TH
7
/ zL
8
9
‘1A7--
/ \11/.BOH �,
10
11 M
;M
12 -
i�
13 -
WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
15 IF YES,AT WHAT TH
DEPTH? -DRY x
16
17 DEPTH TO WATER AFTER
MONITORING? -DRY
18 DATE: 7/10/17
WATER
19 READING DATE CLOCK
NET TIME LEVEL NET DROP
READING
DATE PERFORMED:6/30/17 1 6/30/17 2:00 --- 7.61 --
2 2:30 30 MIN 8.76 1.15
3 2:30 --- 7.61 --
4 3:00 30 MIN 8.48 0.87
5 3:00 -- 7.61 ---
6 3:30 30 MIN 8.52 0.91
7 3:30 -- 7.61 ---
a 4:00 30 MIN : 8.49 0.88
PEROLATION RATE 34,5(min/inch)PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2 FT AND 3 FT
COMMENTS:Test hole excavated by POMRAINING CONSTRUCTION
PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: �_��xxv\ Date
PANNONE ENG SVC, LLC .� OF Al_�k1 a27�20,
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 r„c ...•...•=4c4 k0
PHONE (907) 272-8218 FAX (907) 272-8211 , 7
.— TM �1�-• •910 Scale
/ ;�
•'• 'SO NI % 017Oi5NO5
SPANISH HILLS, LOT 5
SPINELL HOMES, INC. d* s'teven I . 'i5onnorae PERMIT NO.
l'to
'1,9-,'. CE 8149 ���
NSN CARITA LANE � s .• • 'r OSP171184
SOILS LOG ANCHORAGE, AK Il l/p�H?OFESSI�NP\ � Sheet
��\\\.�-Ab- 2 OF 3
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55.
2. SCOPE OF WORK: INSTALL NEW ADVANTEX AND SOIL ABSORPTION SYSTEM. INSTALL WELL.
3. GROUNDWATER WAS NOT ENCOUNTERED TO DEPTH OF 9 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST
HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 9 FEET BELOW EXISTING
GRADE NOTIFY THE ENGINEER IMMEDIATELY.
4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC
LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED
SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED.
6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND
LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE
CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN.
9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER.
THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK
ELEVATIONS.
10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION,
TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING.
1 1. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE
PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER
(OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE
CONTRACTOR.
12. THE CONTRACTOR SHALL SIGN THE FOLLOWING:
I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE
ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS
CONSTRUCTED.
CONTRACTOR:
BY: . TITLE:
DATE:
ABBREVIATIONS
W WATER LINE! TH TEST HOLE
WELL RADIUS (P) PROPOSED
(E) EXISTING
5S NEW SEPTIC CO CLEAN OUT NO.
MT MONITOR TUBE NO.
TYP TYPICAL
NOTES: PANNONE ENG SVC, LLC —�� zV Dote
P.O. BOX 100217 ANCHORAGE, AK 99510
FOR CONSTRUCTION �� F.A4-gS114 7/27/2017
Q• -' -•� �IScale
PHONE (907) 272-8218 FAX (907) 272-8211 "Iwo): �1� '.y �`
NTS
*:
SPANISH HILLS, LOT 5
O
l_ �r / 0170-15N OS
SPINELL HOMES, INC. • tt'e'ven.Ria
•F5annorae / PERMIT NO.
• CE 8149 OSP171184
NSN CART TA LANE
DESIGN DETAILS ANCHORAGE, AK +�`, � � = Sheet
OFESW-4r
`Ir�\1��~� 3 OF 3
T.H.-5
3-1-75
Organic Soil
Silty Sand W/Some
Gravel SM
Silty Sands
w/Some Gravel
SM
0,01
1,51
3.51
T .H .-6
3-1-75
Organic Soil
Silty Sand SM
Sand w/Some Silt SM
0,0~
1.0'
4.0'
11.0'
Silty Sand ~v/
:Trace Gravel SM"
13.0'
Sand SP
14.0'
11, 0'
Silty Sand w/Some Gravel SM
Silty Sand SM
No Water Table
16.0',
No Water Table
16.0'
R
NOTE:
Engineering & Geological Consultants Inc.
ANCHORAGE PAIREIZ~NXS ALASKA J',JN F-AU
OA'r~ 3-3-75
Teat holes extended with tractor mounted backhoe
Aztec Builders
Log of Test Holes
Anchorage, Alaska
562004 Jow~ NO. B-05
9042273
EPAAJS'
MUNICIPALITY OF ANCHORAGE
.. ,
Development Services Department \,., Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On-Site Systems Approval C�
Parcel I.D. 017-151-05-000 G Expiration Date: `21
1. GENERAL INFORMATION
Complete legal description Spanish Hills L5
Location (site address) 13425 Carita Lane
Current property owner(s) Wendy & Lee Claussen Day phone
Mailing address 13401 Carita Lane, Anchorage, AK 99516
Real estate agent Day phone
2. TYPE OF DWELLING:
❑ Single Family(w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Private Well E Private Septic x
Water Storage ❑ Holding Tank
Community Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 145.00 (Renewal) Waiver Fee $
Date of Payment 311 g 1 t Q Date of Payment
Receipt Number sOd76 Receipt Number
COSA# 65C1l`077 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.
In conducting an adequacy test, I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA
COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the
time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems
depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by
the system.These conditions are outside the control of the evaluator of this system.All systems eventually fail and satisfactory test results
do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments.Therefore
we cannot provide any warranty for future performance,nor can we estimate remaining life of the system.The content of this report is for the
sole benefit of the owner listed above.
Name of Firm Pannone Engineering Services Phone (907) 745-8200
Address P.O. Box 1807 Palmer, AK 99645
Engineer's Printed Name Steven R. Pannone P.E. Date 1ritr3CE5
'4"::5;t
9 r)
6. DSD SIGNATURE /*• "
• *'
x System#1 Approved for ti bedrooms d =toven ',%1-.or,c
CE e•fj
•
System #2 Approved for bedrooms fi ':
Disapproved t1�� �r�• �'
Conditional approval for bedrooms, with the following stipulations:
Renewing COSA#OSC181033 dated 2/13/18
4- ON-SITE
c
WATER AND
v WASTEWATER o
A�d—�
x
Original Certificate Date: 21 -1
The Municipality of Anchorage Development Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only upon the
representations 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. ATTACHMENTS:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
If more than 1 septic system is on the lot:
COSA Checklist# 1 of 1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Spanish Hills Lot 5 Parcel ID:017-151-05
Legal Description:
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log(YIN) Y
Date completed 8/21/2017 Sanitary seal (Y/N)Y Wires properly protected (Y/N) Y
Total depth 324 ft. Cased to 317 ft. Casing height(above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test
8/21/2017 NEW
Static water level
247 ft NEW ft.
NEW
Well production 10 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 mL Nitrate ND mg/L
1/30/18 PES
Arsenic NDug/L Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA .
Tank Type/Material ADVANTEX/ FIBERGLASS Date installed 9/18/2017
Tank size 1500 gal. Number of Compartments 2 Cleanouts(Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) Y
NEW Pumper N/A
Date of pumping
C. ABSORPTION FIELD DATA
9/18/2017z z
Date installed Soil rating (g.p.d./ftor ft/bdrm) System type
Length 60 ft. Width 5 ft. Gravel below pipe 0.5 ft.
Total depth 3.5 ft. Eff. absorption area 300 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results(Pass/Fail) For bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N &type) N If yes, give date
D. LIFT STATION
Date installed 9/18/2017 Size in gallons 500 Manhole/Access (YIN) Y
"Pump on"level at 43 in. "Pump off'level at 40 in. High water alarm level at 45 in.
Datum Bottom of Tank Cycles tested NEW Meets alarm&circuit requirements? Y
E. SEPARATION DISTANCES
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 25+ Holding tank 100+
Animal containment areas 50+ Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+ Absorption field 5+
Water main 10+ Water service line 10+ Surface water 100+
Wells on adjacent lots 100+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+
Curtain drain 50+ Wells on adjacent lots 100+
F. COMMENTS
-FEZ-7:- `-'NAVLATS
G. ENGINEER'S CERTIFICATION , „2
� aftk\`
I certify that I have determined through field inspections and 'ztP'
review of Municipal records that the above systems are in 0*:'4g -• j' leo
conformance with MOA COSA guidelines in effect on this date. / 3�
Engineer's Printed Name Steven Pannone //, ':t}`e _. ..,,� ."
CE-8149
Date 2/2/2018iot
r,�rt4 ,l zc y►/
COSA canary sheet_2-6.I5.doc
05/24/2018 15:36 8686770 APLUS PAGE 11
334 205
rom ■■ I 1111■ i11■ 111i1M II II iiiii me g
mem ■11■ ■ to MMMIIM i ■ ■ II i ■1 Poi. ..§
mum III 11111111111111 MINN ill II I MMM i■ A
rTiiia va x° Field Maintenance Report
,.1 AnchorageTank.
Annual inspection 907-2723543
,••-„
Properly ownorrrnckatg M Oporto, .
Lee&Wendy Claussen Larry Betts
Cite Address Contact Phorn
13425 Carita Lane,Anchorage AK 99516 (907)891-8161
Ax gra ID 0 County lb s Pod d RTU/AIL V Pato of Laet 1'aptrtton
AX-142885 OSP171184 427269 'RTU135570 02/28/2018
Retrieve O&M Info Measure Sludge/Scum
Deily flow Sludge Scum
---
1st Compartment Current Previous) Current Previous
Reclrc ratio
Timer settings: 2nd Compartment Current Previous Current Previous
Inspect/Clean AdvanTex Filter
inspect Ciesn
Odor. 7 Normal ❑Pungent Latorals/OdnCes 0'
Perform Field Sampling/Observations t
�
Blomat: Normal ❑Excessive Pod Bottom ji_1 I
NTU(IS*NTUs) pH(6-9) DO(2-6) Brfdging/Pending:,,None/Mlnor ❑Excessive Intake Vent -# X_1Z• . G_5- q Inspect/Clean Discharge Pump System /
Odor of Sample VVVV Inspect inspect Clean
Typical 121,�.,,/M/usty ❑Earthy ❑Moldy Riser/Lid ❑ Floats L] ElNon-typical [.!,Sulfide ['Cabbage ❑Deca Splice Box ❑ Pump i__] 0Y ❑
Oily film in PVU
Float cords
❑Vas �No
room in tank 0W rm Inspect/Service Other System Components
Inspect Clean Inspect Clean
Check Control Panel Disinfection Equipment 0 yam'" Dispersal Laterals/Orlflces '1 J
Recirc Amps Dlecharge Amps Observations
It� )-�'2O N C`Ci
1 , ,Z Additional Services Rendered
Audible and visual alarms
x ❑Cleaned textile sheets? [.]Replaced UV Items?
t�+ ❑Replaced/Used other Items?
Dial tone�loiemetry only) ,IV Yes ❑No
parts Used:W=Warranty,B:Billable()/appropriate selection)
Inspect/Clean Pump System W B Item Number Deecrlption
Inspect Clean — -•-
•
Riser/Lid Pt' I
_—
Splice Box Pr
Float Cords
Floats -� Final/Safety inspection
Pump J' .I/� 2SV reinstalled Pj Lids bolted on
Biotubc"Filter ra - 2 MaVjnifold reconnected;flush valves closed ConIrel panel reactivated
Blotube Pump Vault era . E3' Summary/Recommendations
Recirculating Splitter Valve 2, �j ❑System performing;no further action needed ❑Tank Heade pumping
• ❑Cell for service ❑Other?
Comments _
Signature ------ rr" V Dote /)
OO ..
Fax completed form to 1.8G6-S84-7404
ADVANCED WASTEWATER TREATMENT SYSTEr:'
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCIIORAG:
AND Der p cc•,ct MIA s ' i dl
TIIIS MAINTENANCE AND REPAIR AGREEMENT made an4 entered into as of t^,,
;_
i47'Day of NI(vat of 20 i� .by and actwccr. �rcV y(jr('�.�� C,�,;.c 't cs-vt
a c ,erei :e
herein the"OWNER."and the Municipality of Anchor� ...1..,....r.....
"MUNICIPALITY." In consideration of the mutual covenants contaiped perein.t
parties to this Maintenance and Repair Agreement a?rce as foliowF
I. Advanced Wastewater Treatment Systems. municipality grants perntissic::: :.
Owner to utilize and operate an Advanced Wastewater Treatment
(AWWTS).describes 2:
located at(legal descriot!cr.
131425 Cco tcv Let., l�nc.,eTalL. P:( q9 r f I',
2. Definition,.
Alteration. Any change to the design or function of an AWWTS tna`
includes the installation or removal of any parts.components or nieces tie
included in the original construction ncrmit and desalt.
Certificate of On-Site Systems Approval (COSA). An approval by t.':_
Municipality of existing water and wastewater oisposat systems 2i
the time of property sale and title transfer in accordance with AnCflO- -
Municipal Code(hereinafter."AMC") 15.65.These Removals Se'".'"'
1
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
serviceand maintenance rro ti4= :n- - v:d ra l: inali__..a..!.. t'
---
manufacturer of the •\\\ \V 1 S the e:...:e tern c)t A\\ IA TS. it1si' i:to:1. .•
.,
shall be the reseon;ib:' , . .h.:Owner :... :e:in of this `i.>iii:c
Repair:Agreement.and any renewals thereon. at >.•. 0`.'7:e:.s so!c c\: to . .-
for any and all: (il repair(s'. 1=1 maintenance. t.31 :`.ilio'.alts). (4!
costs.and 151 inspection coat:
B. Owner acreescomply > applicable ,;. t ,r.:. ..
toi(1111 I\`1t'tttl '111 1 t:131 1 t '(Iiii:lil:C. laws. %!ta(I:
and orders for the !WWI'
C. Upon request by the:l'lunicitality, the owner agrees to t` ovi de thetlulli:ia3!:tl
written schedule of routine maintenance and repairs which hare been ^:::Or'r'
On the system. When a record iii maintenance is documented and nhuntaiiX(' �t
the system vendor,the owner agrees to allow the Municipality access to
i�1tl>rmani.-
D. Owner acknowledges that the line for failing to maintain and r_nair an AWWT'
may he assessed in accordance witll AMC 14.60 for improver disco
E. Owner acmes that only maintenance and repair personnel annrovcd by tr.
Municipality will inspect and maKe any necessary maintenance.remit.:"+-
per iiittccl alterations to the system:.
F. Owner agrees to erant the Municipality reasonable access to test and inspect
A WW 1'S upon 24 nours written not;::
U. Owner agrees that any sale or transfer 01 nue 01 tune niouei tv „ui Itut v..:.
without a new Certificate of On-Site Systems:Anne;'.
3
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
L Owner agrees to provide and maintain a telephone connection to the AWWTS as
required by the AWWTS approval.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof,or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing,executed by authorized representatives of the parties,with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
• B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement,the only authorized representatives of the parties
are:
Q.-'2‘41
a. Owner: �}fi 1S ; �-�t r\i e:;,;14 . �
b. Municipality: Director, Community Development or designated.authority
I
C. Any attempt to amend. modify. or change this contract by either an unautborize,.
representative or unauthorized means shall be vole..
S. Jurisdiction: Choice of Law. Any civil action arisine from this IMatmcnarr•-'
and Repair Agreement shall be broueht in the Superior Court for the Third Judici,
District of the State of Alaska at Anchorage. The laws of the State of Alaska site:
govern the rights and obligations of the narties under this Maintenance and ken:.='
9. Severability. Any provisions of thi:; aiznenaacc and Rennir grCC:..:.3.........
invalid by a court of competent jurisdietion shall not invalidate the remar"
provisions of the Maintenance and RenairAc're .^^..
13v: ��- l_%t (sienatttrel Ila:
• Y•..__..._�j `')." � j'. :l•1.:4)(nrintn:nm..
STATE OF ALM:
"THIRDJUDI(Inr ntc-t-trlCT
The tol'CLOing instrument was aCknowile(QC(i beim: in:: h., "
ii
�fl}� , �crc p
9r�' �I'l;"r:r g
4614. wu
NO-7"10Y P FOR Ai ASK:
•
ivtvLontmtsstonc:;i.ir. JR/i/ u2Z = ;r4? ;Y
PLBL1Cco•
4gTf.DF
MtJNI(:IP.:1 •
ts4manrl. ; ,
iii.............
5
Municipality of Anchorage �`�� ''2
On -Site Water and Wastewater Program O�
(907) 343-7904 "E
�E s F E T Y 1
� i
Certificate of On -Site Systems Approval �ti
Parcel I.D. 017-151-05 Expiration Date: J — e L 9
1. GENERAL INFORMATION
Complete legal description Spanish Hills Lot 5
Location (site address) 13425 Carita Lane
Current Property owner(s) Spinell Homes, LLC Day phone
Mailing address
Real Estate Agent
1900 W. Northern Lights Blvd. #200 Anchorage, AK 99517
2. TYPE OF DWELLING:
Fx7l Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
0
Individual
0
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for: Distance:
Received b Date: 2
COSA to be released to the engineer, unless otherwise requested b7thengineer.
COSA Fee $ .20 Waiver Fee $
Date of Payment 6-11-g Date of Payment
Receipt Number ��%�'�� Receipt Number
COSA 0 83 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.
In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions
are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone Date 2/2/2018
`~~oF AC��tI
kJ
6. DSD SIGNATURE % '�:•• ••* f
XSystem#1 Approved for I.1 bedrooms j••. {even R. Pannone: j
System #2 Approved for bedrooms CE-8149,/
!� .
'Disapproved > iaiss1 ,,r
Conditional
approval for bedrooms, with the following stipulations:
.vr- Y ofgj�,y
' -
g= ON-SITE �.
WATFR AND
k WASTEWATER o
PROGRAM �� •
/7'SFR'J
t•�
'�'`H Original Certificate Date: Z '–/ --) —e
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations 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. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory •
Well Flow Advisory Other
COSA blue sheet I' '- ., c
If more than 1 septic system is on the lot:
COSA Checklist# 1 of 1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Legal Description: Spanish Hills Lot 5 Parcel ID:017-151-05
A. WELL DATA
Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y
Date completed 8/21/2017 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 324 ft Cased to 317 ft. Casing height(above ground) 24 in.
FROM WELL LOG AT INSPECTION
Date of test 8/21/2017 NEW
Static water level 247 ft. NEW ft.
NEW
Well production 10 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 mL Nitrate ND mg/L
Arsenic NDug/L Date of sample: 1/30/18 Collected by: PES
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material ADVANTEX/ FIBERGLASS Date installed 9/18/2017
Tank size 1500gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) Y
Date of pumping NEW Pumper N/A
C. ABSORPTION FIELD DATA
9/18/2017z z 2 GPD/SF ShallowTrenchrroroald
Date installed Soil rating (g.p.d./ftor ft /bdrm) System type
Length 60 ft. Width 5 ft. Gravel below pipe 0.5 ft.
Total depth 3.5 ft. Eff. absorption area 300 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results (Pass/Fail) For bedrooms
Fluid depth in absorption field before test in. Water added gal. New depth in.
Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d.
N
Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date
D. LIFT STATION
Date installed 9/18/2017 Size in gallons 500 Manhole/Access (Y/N) Y
"Pump on" level at 43 in. "Pump off' level at 40 in. High water alarm level at 45 in.
Datum Bottom of Tank Cycles tested NEW Meets alarm&circuit requirements? Y
E. SEPARATION DISTANCES
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 25+ Holding tank 100+
Animal containment areas 50+ Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+ Absorption field 5+
Water main 10+ Water service line 10+ Surface water 100+
Wells on adjacent lots 100+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+
Curtain drain 50+ Wells on adjacent lots 100+
F. COMMENTS
-z-r �N,S c>c/0 i 2sp
G. ENGINEER'S CERTIFICATION .,���"����
I certify that I have determined through field inspections and p'.• OF AkArkk
•' `�� ..I-7.P-t a
review of Municipal records that the above systems are in 0*;49 - /\ *tt�
conformance with MOA COSA guidelines in effect on this date. e 4LL���•
Engineer's Printed Name Steven Pannone r'':S�even •'�•rione:'
CE—8149
Date 2/2/2018 ��1gs••1 b0 .•* ice
�>r`\\\``tlrlL4
COSA canary sheet_2-6-15.doc
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND Wtv-‘61 I•-C1� C
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
LC Day of ��brv,t,,,t1 of 201t ,by and between
herein the"OWNER,"and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
AAV G..0 Irc)1 Se?�� S� c•n,�
located at (legal description).
kAt\1S
2. Definitions.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On-Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof,at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended,modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner: WChc
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of thMaintenance and Repair Agreement.
®VINER
;rl
By: / ` (signature)
(print name)
STATE OF ALASKA }
)ss.
THIRD JUDICIAL DISTRICT }
Date:
The foregoing instrument was acknowledged before me this -4 day of
201i�, by - L. -e-
NOTA Y PfJhLIC FOR ALASKA
My C hunission expires: I _fit-iq
MMCIPALITY:
By R( (signature)
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Date: i 5
Title:
PUT NO. 75-199
SPANISH HILLS SUBDIVISION
LOT 5
49,508 S.F.
N 89.48'08"E 300.05'
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8'MUT(ESYT. I +
b 10'UTILITY Ego. i •i '
20'CEA ROW ES1R.yt
(BK. 102.PG.544) 1 I 44 Ir
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EWINGt I 30' BUILDNG wrc_ I I r
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24.0'
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BUILDING DETAIL
1 "=40'
=40' scALE: 1:...20'
' N 89'48'08"E 300.05' 1 •
AS-B U I L T I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. .'111#44
SURVEYING, LLC IT IS THE RESPONSIBILITY OF WE OWNER TO �4 OF. A4 1•
JEFF A.GASTALDI, R.LS 4 •
DETERMINE THE EXISTENCE OF ANY EASEMENTS, 4•�P; S,f-
2000 E.DOWUNG RD..SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT ICO ' y
ANCHORAGE.ALASKA 99507 APPEAR ON THE RECORDED SUBDINASfON PLAT. a 8Rr •••; *j
PHONE 240-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA l
GRID EWE HEREON BE USED FOR CONSTRUCTION OR FOR / • ,He y a coatok . f
ESTABUSHING BOUNDARY OR FENCE UNES.
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SW2939 11/14/2017 s'•..,t(la ,
ANCHORAGE RECORDING DISTRICT,ALASKA �#A". ••......•••.cey.A
F.R. JOB�'
NOTE: NO CORNERS SET THIS DATE •its°ysy„awt�.�.
17-04 9455 I I p11�