HomeMy WebLinkAboutT15N R1W SEC 5 LT 12T15N RIW
Sec 5
Lot 12
#051-032-07
�t Municipality of Anchorage r
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Boz 196650 Anchorage, AK 99519-6650 Page ! of�
wwwcianchorage.sk.us (907)343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: Jw Q_700K� PID Number: 051—os:?-0-7
Name--
�r�r Wastewater System: gNew El Upgrade
ari
Q
Kahl ;,r& 6 - ABSORPTION FIELD
an
Pla g 2_ 6qf V3 NumEar of Baboom,
O DesO Trarrh O Snauow Tr� O Ber ❑ Maaq lltgnsr
Sal Raeq
LEGAL DESCRIPTION Tea DBpm an atpnat para
Bim* Lw I -••� .51�rMYM GPDT12 1
0,1 DWh w Fire Donau frau an9malgNe
FI. C-(� *M p,@
d
IV Rani" I I ' Swim
CIL) Fa aabE aoova mpnY era G a N La^Tn ye j
NNNNNNNN • — le Ft. 3O F
Well: ❑ New ❑ Upgrade Ga.n wan . la Nia D ,, s Dista Ot Dsfwaat N3-
ct .'W {Pnv .A8C) Taal DWm �OFI. Cow to / FI Ta/WWWm arw FI. a F
V 6 30 P' Ma'""
Duerr Dns Dmror FP
5 4 SIa1K was La « mna a Dna merrier T
�J�//S s- 5—D ' Fr r
YF 07
roq Pump Sor n Camp 11epa Aoove Csoinp
GPM FL ;? FI TANK
SEPARATION DISTANCES hrSeptic ❑Holding 0STEP.
To Septic Absorption Lift M auver ❑ Other.
From Holding u e"rrLin l_
Tank JF'i�eld Station Tank
Tank Sewer line
Wen 1 6 e 1 5T I 51 5+ Matarul 1 1 D E N^^er a compel $
Surlaca W°In I/ Vr 7J 1 I Fly •FJ T'
l�(�T 1 -f LIFT STATION
Loi L.. act✓er
<ZVI Gal I s p r
��'rlP S
FouMnaxr ° D F Pump an' bvN 1 ; 77
1 Fin yyl n H "ter ter air. at
VV mgo
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C~ Dian me O /% Imp Mae 6 M�0,1 Ela •� mspeq
BENCH MARK
LCfJIgn Yq Da W�pIg1
o ✓►1 Sl i/J
' tr1 "R'* „mw�/rowum
In 1W Ft
Inspections performed by: »034 Erb Rp Loop Road, No. Md es: 1" � }-07
Eag a Rlwr, a
Development Services Department Approval
Conditional Approval IV
Date:
Reviewed and approved by: Date: '7-V-0
-0,
Engineers Stamp
PERMIT NO. SW070065
PACE 2 OF 3
DEPARTMENT ANDhHUM9AN SERVICES
ENVIRONMENTAL SERVICES DIIpVISION
P.D. Box 196650 : 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM e, Alaska LAND/OR 9-6650 0 e1WELLeINSPECTION REPORT
LEGAL LOT 12 SECTION 5 T15N R1W S.M. P.I.D. NO. 051-032-07
PERMIT No. SW070065
PAGE 3 OF 3
Municipalit of Anchora e
MA
DEPARTMENT OF HEATH AND HUN SERVICES
ENVIRONMENTAL SERVICES DIppVISION
P.D. Box 196650hne: 343-4744
ON-SITE WASTEWATER�DISPOSALAnchora,ASYSTEMI9-6650 AND/ORe1WELL INSPECTION REPORT
LEGAL LOT 12 SECTION 5 T15N R1W S.M.
NAL GRADE
/-- 98.6'
INSULATION
94.4
95.5'
NEW 1300 GAL.
POLY. TANK
MTI =99.8'
MT2=99.5'
MT1=97.1 J
DIST. LINE -97.4'
94.1'
P.I.D. NO. 051-032-07
I
94.7'
I$' DISCHARGE PIPE
550 GALLON FAT ALBERT
WITH PUMP AS FASB v
GRADE
YP U.9
ma.J
A
GROUNDWATER AT 91.1
86.1' B.O.H.
INAL GRADE
BOTTOM OF SAND -95.1'
N. T.S
A
B
C
FCO
—
28.5
13.0
STI
—
22.5
28.0
ST2
—
20.0
31.0
MT
—
18.0
33.0
MH
—
16.0
36.5
FVI
62.0
89.5
—
FV4
58.0
89.0
—
MT1
44.0
64.0
—
MT2
55.5
94.1'
P.I.D. NO. 051-032-07
I
94.7'
I$' DISCHARGE PIPE
550 GALLON FAT ALBERT
WITH PUMP AS FASB v
GRADE
YP U.9
ma.J
A
GROUNDWATER AT 91.1
86.1' B.O.H.
INAL GRADE
BOTTOM OF SAND -95.1'
N. T.S
S&
nG
September 2, 2008
ROBERT C. COWAN.
CIVIL ENGINEERING
PH: 907-694.2979
FAX: 907.6941211
�
w s MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
sexFnaw.TEA
Anchorage, AK 99519-6650
4WNEXTENSK"
REFERENCE: Lot 12; Section 5; T15N; R1 W
SEWER& WATER 21331 Original Ave.
WSPECTIDN
We visited the above referenced property and verified that the trailer has been
removed and the old septic system serving it has been properly abandoned.
UIC-NEERINGSTUOIES
ANDREPORTS
7,e�
(el Y,
WELLWSPECTION
a ILOWTEST
SITE RAMS
ROADOMQ
SOILTESt
PERCOLATION
TEST
STRUCTUR4
uEauWICK
NSPECTIONS
ONSITE I
WASTEWATER
DGPO64SYSTEPA
DMGN
I
15861 S. Birchwood Loop Road - Chugiak, Alaska 99567
Certitf eb log
by
DOC co. dw
SULLIVAN WATER WELLS
P.O. BOX 670272, CHLIGIAK, ALASKA 99567 *TELEPHONE 688-2759
OWNER OF LAND: 2.4 I c'• ; r C la a n
ADDRESS:
LEGAL DESCRIPTION: -7" / tJ rf t r -o c = -
DATE:
PERMIT NUMBER: _7 c ^ i < Date of Issue
TAX IDENTIFICATION NUMBER'- r-/ - i7 ?,)
Is well located at approved permit location? ,Q Yet [)No
Method of Drilling: ❑ air rotary O cable tool
Depth of well: L,
Casing TypeWali Thickness +�inches
Diameter inches, depth ��
feet
Liner Type: all �� c
Casing Stickup Above Ground:
feet
Static Water Level: /
feet
Recover Rate: / C" gpm
Method of Testing: a , ,,z
Well Intake Opening Type: O open end O open hole
O Screened; Start feet Stopped
feet
O Perforations Start feeLStopped
feet
Grout Type: Volume
Depth: from feet, to
feet
Well Disinfected Upon Completion? O Yes ❑ No
Method of Disinfection:
Comments:
Driller's Name e7,1—
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:
Deoartment of Environmental Conservation.
V..
Driller's Name e7,1—
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:
Deoartment of Environmental Conservation.
ARCTIC PUMP & WELL INC.
Jim Sullivan
PO Box 770197
WAUX t on 0 Eagle River, AK 99577
(907)688.2510
(907)258-2510
(907) 745-2510
arn- n eci net
Pump Installation Log
Well Drilling Permit Number: SW070065
Parcel Identification Number: 051-032-07
Legal Description:T15N R1 W
S5L12
Lot:
Date of Issue: 5-16-07
Property Owner Name & Address:
Curtis Parrish
POBX672332
Fn(rIP River AIC 00i77
Pump Installation Date: 7-10-07
Pump Intake Depth Below Top of Well Casing: 10 Feet
Pump Manufacturer's Name: Dempster
Pump Model:MBF2-50-S2
Pump Size: 1/2 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Manufacturer's Name:Cambel
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 & Well, Inc.
Page 1 of
�r` ri'���6� ELECTR/CAL
^ C01bTRACT//NG
December 27, 2007
Spinell Homes, Inc
Attn: Scott
1900 W. Northern Lights Blvd., Suite 200
Anchorage, AK 99517
Subject: Lift Station Inspection at property stated below.
To Whom It May Concern:
This letter is to confirm that the lift station(s) at:
FAX: (907) 694-9010
• Lot l2 — Chugiak
was wired by a licensed Journeyman Electrician in accordance with the National Electric
Code requirements.
If you would like any further information, please feel free to call our office at the numbers
listed below.
Thank you.
Sincerely,
ALLIED ALASKA ELECTRIC, L.L.C.
a. 6 P?Z-,
Janette
L. Brown,
Vice President/CFO
cc: file
n n n., nzcx in [F—;//- 41-„•L., OOX-Q7 /On71 772-i,Q02 n6. //on71 M -Mi Gtr
BLM LOT 12
THE NEt/4, SECTION 5,
PER BLM PLAT APPROVED JUNE 27,1914; LOCATED WITHIN
ALASKA. ANCHORAGE RECORDING DISTRICT, CONTAINING 2.50 ACRES, MORE OR LESS.
T15N, R1W, S.M.,
zo
C6
io
Z
O
W
ORIGINAL
43.6'
35.6•
116.
EI BBE AWElL BNIDON E OFr
4
SEPTIC SYSTEM
w
.f
EXIMOB0.E HOME
/
TMREMWEO • /
fELL
• / C MI
—
-----.— — — — —— — 7
50'._EASEMENT,FOR.ROADWAY do PUBLIC UTILITIES,' /
(8K."156," PG:' 252)
' N 90.00'00" E ' 329.80' , ' _
EASEMENT FOR ROADWAY do PUBuc.LMLTTIES . .
50
(BK. 333, PC. 55)
BUILDING DETAIL
SCALE: V=20'
AS -BU I LT I HEREBY CERTIFY THAT I HAVE PROPERTY DEPIFy
CTED ABOVE AND THAT NO THE
GASTALDI LAND
ER
ENCROACHMENTS EXIST EXCEPT AS INDICATED. ��� OF s �1
SURVEYING, LLC R IS THE RESPONSIBILITY OF THE OWNER TO �� ��.......;. 0 �.
•�Q;�'•.
JEFF A GASTALDI, R.L S.' DETERMINE THE EXISTENCE OF ANY EASEMENTS, : 9 .
4726 WEST 88TH AVENUE COVENANTS OR RESTRICTIONS WHICH DO NOT . r �n 491H
ANCHORAGE, ALASKA 99502 APPEAR ON THE RECORDED SUBDIVISION PLAT.
PHONE 248-5454 ••••••••••••••••••
UNDER NO CIRCUMSTANCES SHOULD ANY DATA •al
HEREON BE USED FOR CONSTRUCTION OR FOR ; Jetiery a coelalal ; . ;
GRID DATE �'6'•• LS -6Q91
ESTABLISHING BOUNDARY OR FENCE LINES.- f/ �+
8/31/2007 •�J�s�•,'•e'3� a1..•.y°
NW 1557 ANCHORAGE RECORDING DISTRICT, ALASKA' • �.'ap�o�eetlonot�°cA +`
Joe No. NOTE: NO SET THIS DTE: ����r>•����
i
'F.8 . - ---- CORNERS . _.. u
111=50'
:0
;D
MUNICIPALITY OF ANCHORAGE
Development Services Department m\ 0
On -Site Water 8 Wastewater Program V 1
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: SW070065
Legal Description: T15N R1 W SEC 5 LT 12
Date Issued: May 16, 2007
Expiration Date: May 15, 2008
Parcel ID: 051-032-07
Design Engineer: 0003 S & S ENGINEERING Site Address: 021331 ORIGINAL AVE
Owner Name: CURTIS PARRISH Lot Size: 113599 SO. FT.
Owner Address: PO BOX 672332 Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK . AK 99567-2332
This permit Is for the construction of:
❑✓ Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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.
Received By:
Issued By:
B. Covered, sealed, and heated to prevent freezing.
Date: 5
UPQi- �itill2 Nrp.1i1�/ -- Date: 6 O
Municipality of Anchorage
Development Services Department
/ Building Safety Division''
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
ON-SITE SEPTICIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. d o
Property owners) Cur �'S Pari S%1 Day phone 68 0- 6yo3
Mailing address Po Box Zip Code g7
Site address x133Zip Code
Legal description (Sub'd, Block & Lot) ZOf I �) ,1 n
Legal description (Township, Section & Range) SeG f tori �- _r15A) % K LW
Lot Size l /3. 5-91 Sq. Ft.
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
Septic Tank
19
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
certify that the above informs
Single Family Dwelling and is
(Signature of property owner or
Permit/Rush
Number of Bedrooms
3
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
correct. I f rther certify that this application is being made for a
rdance wiffi applicable Mipal Codes.
Waiver Fees:
Date of Payment: Date % Date of Payment:
Receipt Number: i 52c1 A'JW Receipt Number:
(Rev. 11105)
S&
HEALTNAITHORITY
APPROVALO
SEWER & WATER
IWNE%TEHSIONS
SEWER& WATER
INSPECTION
i..N14 1 11 i
WELLNSPECTION
& FLOW TEST
SITE PLANS
rr�
SOIL TEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
OISPOSALSYSTEM
OESION
ROBERT C. COWAN, P.E.
ROBERT A. SHAFER, P.E.
CMLENGINEERS
(907)694-2979
FAX(907)694.1211
May 1, 2007
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 12; Section 5; T15N; RIW; S.M.
It is requested that you issue a permit to install a new well and septic system to serve
the proposed three bedroom dwelling on the referenced property.
A test hole was excavated and a percolation test performed. The approximate location of
the test hole is located on the attached site plan. At the time of excavation 4/6/07, ground
water was found at 7'. After monitoring, ground water was found at 10'10".
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
If you require additional information, please contact us.
Sincerely,
ob . S&..
Enclosure
17(MC.N. NFA^LBfA."a CJ-. ::(�::62Ca•6d;L'.'. .c.. ..-
S & S\ ROBERT C. COWAN .
�IneelunG CIVIL ENGINEERING
May 15, 2007 PH: 907.694-2979
FAX: 907-694.1211
t"THAu,NDFrTM
MUNICIPALITY OF ANCHORAGE
APPROVALS
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
SEWERA WATER
MANE%TENSIONS
REFERENCE: Lot 12; Section 5; T15N; RI W
21331 Original Ave.
$EWECTION E"WSPE
The fat albeit for the proposed septic system on the above referenced property will not
be set at a depth greater than 8.4(101 inches) feet from the surface of the ground to the
bottom of the tank.
ETICINEERNG Slum$
ANDREPORTS
®rely.
WEU*ISPECTION
{FLOW TEST
SREP ANS
ROAD DESIGN
SOCTEST
PERCCUTIDN
TEST
SIRUCTIIRALa
MECNANICAL
MPECTIONS
S
WASTEWATER WATER
DbPOMSYSTEM
DESIGN I
15861 S. Birchwood Loop Road - Chugiak, Alaska 99567
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Municipality of Anchorage
Development Services Department
Building Safely Division
On -Silo Water and Waslewalor Program
4700 South Bragaw SI.
P.O. Dox 196650 Anchorage, AK 995196650
www.cI anchorage ek.ui
(907) 343-7904
SolPercolation Test
Pedonned rot: _.. r17 121 S 4- Dale P
Legal Description: LIZrI Sstir6� Township, Range, Section:
COMMENTS
C�'ew 6PaiD't;o
gT4t�b �- L„2RIlrtL
-C,(-fiY �MPtImPCL%�P
WAS GROUND WATER
ENCOUNTERED?
�1e
IF YES, AT WINi DEp11N L
Depth to Water Atter It it
Monnodog7-��//�/rOI-t E
.Gm
94)"
Reading
Date
Gross Tlne
Net Tkne
Depth to Water
Net Drop
Ib o
m
GI -F I
PERCOIAIIONRATE <j 4m .&4I ) PERC ROLE DIAMETER .--611
�
IESTRUNOEIWEEN 1e FT AND FT
PERFORMED BY: I CERTIFY THAT 11 IIS TEST WAS
PERFORMED IN ACCORDANCE WITII ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON 11115 DATE. DATE:
ROBERT C. COWAN. P.E.
ROBERT A. SHAFER. P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX(907)694-1211
INTERMITTANT DOSING SAND FILTER SPECIFICATIONS
,F„LTHALR„Mn.
Lot 12; Section 5; T15N; RIW; S.M.
APPROVALS
May 1, 2007
GENERAL STATEMENT OF WORK
SEWER & WATER
&M E(TENSONS
The work and plans covered by these specifications consist of furnishing all labor,
materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing
Sand Filter system as described herein and on the attached drawings.
SEWER& WATER
NSPECRON
All work under this project shall comply with current Municipality of Anchorage (MOA)
Regulations.
The scope of this project includes the installation of a new 1000 gallon HDPE septic tank, a
ENIG,E&T„DIE,
ANOREPOTRH
550 gallon Fat Albert S.T.E.P. tank, and a new I.D.S.F. septic system to serve the proposed
three bedroom residence located on the referenced property.
SITE INVESTIGATION
WELL WSPECTION
&now TEST
The Contractor must carefully examine the project documents, have full knowledge thereof,
have investigated the site, and be satisfied with the conditions affecting the work.
Conditions include, but are not limited to those bearing upon transportation, disposal,
SITE,
handling and storage of materials, availability of labor, water, electric power, roads, and
uncertainties of weather, physical conditions at the site including all underground utilities,
the conformation and condition of the ground, the character of equipment and facilities
ROAODEMN
needed preliminary to and during prosecution of the work. The Contractor must be satisfied
with the character, quality and quantity of surface and subsurface materials or obstacles to
be encountered. Any failure by the Contractor to become acquainted with the available
information will not relieve him/her from responsibility of performing the work as stated in
SMTEST
these specifications and drawings.
Location of utilities will be the contractor's responsibility.
PERCUAtm
TEST
STINCRlML&
MECIIAI4Cl1
NSPECTIONS
ONSITE
WASTEWATER
DSP06ALSYSTEM
OESKKW
:;,>:P�L=_��cTtleor•su!tE20&.EAGLE rr=Tl.ALrsl;-, :.
Page 2
Lot 12; Section 5; T15N; R1W; S.M.
May 1, 2001
SEPTIC TANK / LIFT PTATIONI AIR COMPRESSOR
A. General
The work under this section consists of the performance of all operations pertaining to
furnishing and installing the septic tank/lift station, air compressor and piping to the sand
filter.
B. Materials
1. Tank
a. Septic tank shall be a two compartment tank of at least the minimum size
indicated on the drawings and MOA approved.
b. First compartment shall have a separate 4" pump -out riser. The second compartment
shall have a separate 4" pump -out riser. '
2. Manhole Riser or Lift Station Tank
a. An additional second compartment manhole riser shall be capable of being equipped with
the following:
1. A junction (Nema 4x) box or equal, bonded or attached to
the pump basin.
2. UL listed electrical cord grips, installed in the J -box.
Mo
b. An additional tank (M O.A. -approved) may be provided for the
effluent pumping assembly and the items in (a.) above.
3. Effluent Pumping Assembly, Controls, Alarm & Piping
a. Effluent pumping assembly shall be of approved materials, including the following:
1. A 110 volt or equal U.L. Listed effluent pump.
2. High-densityPVC cylinder housing the pump, with level
controls and screen, serving as a baffle to prevent the screen
from clogging.
Page 3
Lot 12; Section S; T13N; R1W; S.M.
May 1, 2007
3. All piping shall be PVC or other non -corroding material.
b. Pump controls and alarm system shall be an approved system with the following options
consisting of:
1. Event counter
2. Elapsed time meter
3. Program timer
4. 10 wattheater
5. Remote alarm panel option with a minimum of 80 DB
sound pressure at 24", operating temperature 30AC to
65AC, continuous sound to be located in the home.
6. Oil -tight visual alarm with push -to -silence feature.
Automatic audio -alarm reset.
7. 15 amp motor rated toggle switch, double pole, double
throw with three positions; manual (man), automatic (auto)
and center (off) (H.O.A.).
8. Nema 4x -rated, fiberglass, or equal, enclosure with hinged
cover.
9. All controls to be installed as per manufacturer's
recommendations.
10. Control panel to be installed on outside wall of home within
sight of septic tank/lift station.
c. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld
piping properly bedded as described in Materials Specifications and sloped to drain back
to the lift station. Insulation board 2" thick and 2' wide centered over pipe is to be placed
where soil cover is less than 4' depth over pipe.
d. The airline from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR -
11. The compressor will have a gauge (0-10 psi) and be extended into the living area or
garage for easy monitoring by home occupants.
Pape 4
Lot 12; Section S; T13N; R1W; S.M.
May 1, 2007
4. Air Compressor
a. Air compressor shall be a THOMAS LINEAR SERIES model number 5060-A or 5070V -A or
M.O.A. approved equal.
CONSTRUCTION SEQUENCE
In order to insure proper installation, the system is recommended to be installed in the following order:
I. Sewer line from house to tank
H. Septic tank/lift station
M. Sand filter
IV. Leachfield bed (if required)
V. Final grading
CONSTRUCTION
1. Construction Instruments
Contractor shall provide instruments such as transits, or levels, for establishing proper
elevations and levelness of pipe or materials.
2. Pipe Laying
All pipe shall be laid with material free of large or sharp rocks and organic matter.
Each section of pipe shall be handled carefully and placed accurately. The spigot end shall
be fully inserted pointing in the direction of flow and glued in place to make a water tight
seal.
Each section of pipe shall be properly supported to insure true alignment and an invert
which is smooth and free from roughness or irregularity.
At all times, when work is not in progress, open ends of pipe and fittings shall be closed
so that no undesirable substance will enter the end of the pipe or fittings.
Pape S
Lot 12; Section S; T15N; R1 W; S.M.
May 1, 2007
3. Bedding of Pipe for Sewer Lines
The pipe should be bedded with materials free of large or sharp rocks and organic matter,
compacted. Native materials may be used as back fill material above the pipe, provided it is
free of large rocks and organic matter.
All lift stations shall be installed in accordance with the manufacturer's recommendations
and standards. Electrical installation is to be in accordance with the National Electric Code
(latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where
required. If MOA inspection is not required, a licensed electrician is to provide a letter to the
Engineer stating that the system meets or exceeds all applicable codes.
4. Excavation
Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on
undisturbed or compacted classified sand fill material.
Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over
tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti -flotation
weights that may be required in areas of shallow ground water.
5. Connections
All connections to be as per MOA requirements, PVC 3034 piping with Caulder or
equivalent couplings for inlet riser pipes.
All tank connections are to be completely water tight.
Page S
Lot 12; Section S; T15N; R1 W; S.M.
May 1, 2007
SAND FILTER
The work under this section consists of the performance of all operations pertaining to furnishing and
installing the sand filter.
A. Materials
1. Sand Filter
a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or
equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of
filter sand volume. Seams to be permanent as per Manufacturer's
recommendations. All connections, such as boot flanges, through sand filter to
be permanently bonded to the liner.
b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand
Specifications with the additional requirement that all but 1% of the materials
passing the #100 sieve be removed. All aand shall be approved for use by the
Municipality of Anchorage (M.O.A.). If the sample does not meet specifications,
all sand will be removed and replaced.
c. The Contractor shall be responsible for providing pea gravel that shall be a
washed material containing no fines (0% passing the #100 sieve) and a
maximum size of 1/4" diameter.
d. The Contractor shall provide the manifold assembly. The manifold assembly
shall be of approved materials with orifice shields and flushing assembly. All
drilled holes to be cleaned of burrs and pipes flushed, prior to assembly.
Flushing valve to include riser to finish grade. Lateral distribution piping is to be
laid level (@ t 0.05').
e. Sidewalis and top of the filter box to be insulated with 2" direct burial polystyrene
insulation.
f. The Contractor shall be responsible for providing filter fabric.
g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom
of sand.
Pape 7
Lot 12; Section 3; T15N; R1W; S.M.
May 1, 2007
Construction of Sand Filter
The sand filter construction is to follow procedures as outlined below, as applicable to this
design.
Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet)
in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This
would include any soil material picked up by excavation machinery buckets while loading
specified material. The Contractor should estimate filter material volumes such that
allowance is made for wastage of material in contact with the ground at site.
The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to
prevent ponding of surface water run off. Side slopes shall not exceed 3:1.
The Engineer will reject any sand or pca gravel that does not meet specifications or is
contaminated in transit or while handling. If such material is placed in the filter, all soil
material may be required to be removed and replaced with new material.
CONTRACTOR/INSTALLER
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN27� UNICIPAL Y OF ANCHORAGEAGE
AND 1t5yf1Q el Stl
THIS MEMORANDUM OF UNDERSTANDING made and entered' to as of this
Day of of 200, 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 Memorandum of Understanding 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 Z, 12, S. �F, located
at R) IU 4-ee _ o% / 2 . Anchorage, Alaska.
2. Definitions.
A. 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. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. 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 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.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. 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.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of 2 17E,R 0
($x.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the A\VNVTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Eguinment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the tern of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
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.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Ovmer's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the O«ner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AW WTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AW WTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Omer:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
ONVNT,R:
By:
Date: ,-5— OF -0Z
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
)\ tWICIPALITY:
By:
Title:
Date:
) ss.
The foregoin instrument -.yyqs acknowledged before me this _J day of
zdw
20� by MLA LA I-1aA 4 4,&4—
fARY PUBLIC FOR
Commission expires: