HomeMy WebLinkAboutCLOGIA LOT 1 & LT 2¢logia
Lots
#014-095-34
Municipality of Anchorage
P.O. Box 196650 · 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997
http:/Iwww.rn,,ni.orq/Oneits
Development Services Division
On-Site Water and Wastewater Program
· ;~en t ~9
Department
**** VARIANCE/WAIVER REVIEW ****
Waiverg: OSP141371 COSA#:
PID#: 0t4-095-34
Legal Description: CloqJa, Lots 1 & 2
Engineer: Anderson Engineering
Permit#:
Applicant: Kove'./Stewart
Yom' request for a waiver of the required 75 feet horizontal separation from the
public sewer trunk to the private well has been approved. The approved separation distance is
56.0 feet.
This waiver approval applies to the proposed public sewer trunk heading north out of the existing
manhole only. Any future upgrade to the on-site wastewater disposal system will require all
separation distmaces be met or m~other approval from this department.
[] The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
[] Notarized letter(s) of non-objection have been received from the owner(s) of the affected
adjacent property.
[] Adjacent properties are not affected by this waiver.
Waiver is Granted: X~ Waiver is not Gra,,~
Date' ~///~//~/ Approved b/y~//'~ '
......... ,..t. .............................. ~__ _ _I I Name of, R,e,,2e, w,e,r ..................
IVIUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
~ Phone:907-343-7904
Fax:907-343~7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D.
Property owner(s)
Mailing address
Site address
Day phone
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
Lot Size /~ 5'¢'O Sq. Ft. Number of Bedrooms
APPLICATION IS FOR:
([:~] all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
TYPE OF DWELLING:
Single Family (SF) []
(w/wo ADU)
Duplex (D) []
Multiple Dwellings []
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
f~C.t~'t-L 'f o --~%~-~ ~'-f'~ ~14-d'~ Distance: ..~'g
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 a~ent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_9-1-12.doc
ANDERSON ENGINEERING
522-7773 677-7766 (FAXI
September 2, 2014
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 Elmore Road
Anchorage, AK 99519-6650
Attention:
On Site Services Engineer
Subject:
Lot 2, Clogia Subdivision
Well to Proposed Sewer Main Waiver
Dear On Site Services Engineer:
The sewer main in Clogia Circle is proposed for extension to the north in the near future. It will
be constructed approximately 56' at its nearest point form the private well on Lot 2, CIogia
Subdivision. A waiver is already in place for the existing manhole as issued by ADEC in 1997.
This waiver also includes the sewer main to the west out of the manhole. We are requesting a
waiver be issued to the sewer main proposed to be placed north from the manhole.
The sewer main will be constructed of 8" C900 SDR18 PVC. The wall thickness of the pipe is
.503", The line is pressure rated and constructed in accordance with manufacturer's
recommendations. The chances of leakage are remote, but as a preventive measure all joints
within the 100' separation distance from the well will be shrink wrapped. The main will be
placed approximately 16' lower than the ground surface at the well head.
The ADEC waiver is attached for your review along with the manufacturer's data on the pipe.
We hereby request your waiver allowing the sewer main to be 52' from the well at its closest
location,
Sincerely,
Michael E. Anderson,
Attachments
21+00
}TING CLOGIA CiR
ETA
CONNECT TO'
E~?S17NG_ MANHOLE-
I h ~ WA TER WEL~L
/ ',.
....
~----~00 FOOT PROTECT/~ RADIUS
Anode Location Table (ASB) / t*~ SO t
STA Of Side of
Anode Mein
STA Of Side of
Anode Main
DEPT. OF ENVIRONMENTAL CONSERVATION
DIVISION OF ENVIRONMENTAL HEALTH
DRINKING WATER PROGRAM
555 CORDOVA STREET
ANCHORAGE, AK 99501
http ://www.state.ak.us/dec/home/htm
)TONY KNOWLES, GOVERNOR
Telephone: (907)269-7696
Fax: (907) 269-7655
October 31, 1997
RECEIVED
Mr. Kenneth G. Lang, R.L.S.
1731 George Bell Circle
Anchorage, Alaska 99515-3957
NOV 10 199'/'
Municipality of Anchorage
Dept. Health & Human Services
Subject:
Clairmont Subdivision: Separation Distance Waiver between Private Well on Lot
2, Clogia Subdivision and Sewer Collection Line for Clairmont Subdivision;
ADEC Plan Review Number: 9821-WV-212-010; Review
Dear Mr. Lang:
I have reviewed information provided by Anchorage Water & Wastewater Utility (AWWU),
Engineering Division which was submitted in response to items found in my September 24,
1997 letter. Based on this review and have found that the submitted waiver request justifiable.
Therefore, in accordance with the provisions of State Drinking Water and Wastewater
Regulations (18 AAC 80.030 and 18 AAC 72.015), the following separation distances are
granted:
Between the existing private source well located on Lot 2, Clogia Subdivision and
the sewer line from 100 feet to 55 feet at the closest point.
Between the existing private source well located on Lot 2, Clogia Subdivision and
the manhole (C-7 on the submitted plans) from 100 feet to 55 feet.
These waivers are valid if the following requirements are met before AWWU accepts the sewer
line for service:
The existing manhole C-7 be modified as shown on plans submitted to this office
with your July 31, 1997 submittal.
The existing sewer line within the protective radius will be exposed and any joints
be secured with field lock fittings, as also shown on plans submitted to this office
with your July 31, 1997 submittal.
Mr. Kenneth G. Lang, R.L.S. 2 October 31, 1997
This approval does not imply the granting of additional authorizations, nor obligate any federal,
state, or local regulatory body to grant required authorizations.
Thank your for your cooperation with this Department. If you have any questions, please contact
me.'
Keven K Kleweno, P.E.
Environmental Engineer
KKK/cf
cc: Wayne Bennett, AWWU
Jim Cross, P.E.; DHHS
PWEagle
Physical Requirements for
AVCVCA C900 Pipe
Material: Pips compound shall meet
cell class 12454 per ASTM D1784
"Standard Specification for Polyvinyl
Chloride (PVC) Compounds and
Chlorinated Polyvinyl Chloride (CPVC)
Compounds."
Standard Laying Lengths: Standard
laying lengths shall be 20 ft. (+1 ") for
all sizes,
Hydrostatic Test: Each length of
pipe, including the joint, shall be
tested to four times the pressure
class of the pipe fora minimum of 5
seconds at the pressure listed in the
table below.
PC 100 DR25 400
PC 150 DR18 600 Ds
PC 200 DR14 800 psi
Quick Burst Test: Rat aomu
selec~ea sameles tested in
accordance wl~n ASTM D1599 snail
w~ns~:and ir s oressures rate(:] oelow
wnen aDol/ec n 60 to 70 seconcis,
PC 100 DR25 535 psi
PC 150 DR18 755 ~3si
PC 200 DR14 985 psi
Pipe Stiffness (F/Ay): The pipe
stiffness for PVC Munlcioal Water
P'De Is listed in the table oelow,
DR25 129 psi
DR18 364 psi
DR14 815 psi ~:
Agency Listings:
Underwriter's Laboratory (UL)
Factory Mutual (FM)
ANSI/NSF 61
Short Form Specification
for [~¢""~A C900
Scope: This specification designates
general requirements for Polwinyl
Chloride (PVC) water distribution pipe
in sizes 4-inch through 12-inch, with
integral bell and spigot joints for the
conveyance of water and other liquids,
Pipe: Pipe shall meet the require-
ments of AWWA C900 "Polyvinyl
Chloride (PVC) Pressure Pipe and
Fabricated Fittings, 4-Inch through
12-Inch, for Wafer Distribution."
Other Requirements:
· Provisions must be made for ex-
pansion and contraction at each joint
with an elastomeric seal,
· The bell shall consist of an integral
thickened wall section with an elas-
tomeric seal. The wall thickness in
the boll section shall conform to the
requirements of Section 6.2 of ASTM
D3f 39, "Standard Specification for
Joint for Plastic Pressure Pipes Using
Flexible Elastomeric Seals."
· When used for potable water
systems, pipe shall meet the re-
quirements of ANSI/NSF 61 "Drink-
ing Water System Components
-- Health Effects."
· The pipe shall be manufactured to
cast iron outside diameters (CLOD) in
accordance with AVVWA 0900.
· The seal shall meet the requirement
of ASTM F477 "Standard for Bas-
tomeric Seals (Gaskets) for Joining
Plastic Pipe."
Physical Requirements for
AVTWA C905
Material: Pipe compound shall meet
cell class 12454 per ASTM D1784
"Standard Specification for Polyvinyl
Chloride (PVC) Compounds and
Chlorinated Polyvinyl Chloride (CPVC)
Compounds."
Standard Laying Lengths: Standard
laying lengths shall be 20 ft. (_+1 ") for
all sizes.
Hydrostatic Test: Each length of
pipe, including the joint, shall be
tested to two times the pressure
rating of the pipe for a minimum of 5
seconds at the pressure listed in the
table below.
PR 235 DR18 I 470 psi
Agency Listing:
ANSI/NSF 61
Short Form Specification
for ~VFVFA C905 Pipe
Scope: This specification designates
general requirements for Polyvinyl
Chloride (PVC) water transmission
and distribution pipe in sizes 14-inch
through 24-inch, with integral bell
and spigot ioints for the conveyance
of water and other liquids,
Pipe: Pipe shall meet the require-
ments of AWWA C905 "Polyvinyl
Chloride (PVC) Pressure Pipe and
Fabricated Fittings, 14-inch through
48-inch, for Water Transmission and
Distribution".
Other Requirements:
· Provisions must be made for ex-
pansion and contraction at each ioint
with an etastomeric seal,
· The bell shall consist of an integral
thickened wall section with an etas-
tomeric seal. The wail thickness in
the bell section shall conform to the
requirements of Section 6,2 of ASTM
D3139, "Standard Specification for
Joint for Plastic Pressure Pipes Using
Flexible EtastomerJc Seals."
· When used for potable water
systems, pipe shall meet the re-
quirements of ANSi/NSF 61 "Drink-
ing Water System Components
-- Health Effects."
· The pipe shall be manufactured to
cast iron outside diameters (CLOD) in
accordance with AWWA C905.
· The seal shall meet the require-
ments of ASTM F477 "Standard for
Elastomeric Seals (Gaskets) for Join-
ing Plastic Pipe,"
The Sealing System
PW Eagle's ioints employ gasket
systems that have excellent track
records in the field. The ioining
systems are factory-made with
rubber gaskets installed in the ring
groove at the time of manufacture,
The gaskets are designed to retain
in the ring groove. When assembly
technique is consistent with PW
Eagle instructions, the secured
gasket systems will not displace.
The gaskets are classified to ANSI/
NSF Standard 61.
Cross-Sectional Views
The following drawings show the
cross-sectional views of the pipe
before and after assembly. When
the pipes are pushed together the
rubber in the seal is compressed,
Compression gives rise to a sealing
pressure that acts on the socket and
spigot as shown in the illustration
below.
Gasket in place.
Gasket after pipe joining.
Sealing
Pressur(
NOTE: Gasket drawings are
representations. Actual gaskets may
vary from drawings
Installation Advantages of
the PW Eagle Joint
The gasket is factory installed, so
there are no gaskets to install on the
job site. This avoids the possibility
of installing the wrong gasket or
improperly installing the correct
gasket, The installer should leave
the factory-installed gasket in place
and simply follow PW Eagle Joint
Assembly instructions for problem-
free joint performance.
Installation Standard
AVWVA C900 and C905 pipe
should be installed in accordance
with AVWVA C605 "Underground
Installation of Polyvinyl Chloride (PVC)
Pressure Pipe and Fittings for Water."
Joint Assembly
PW Eagle's C900 and C905 pipe will
arrive on the job site with the gasket
installed at the factory, ready for
assembly.
Assemble as follows:
1. Inspect the bell and remove any
foreign matter such as mud, sand or
ice. DO NOT REMOVE THE GASKET
FROM THE PIPE.
2, Clean off the spigot end of the pipe
and apply lubricant evenly, covering
the beveled nose and sealing surface
up to the stop mark. NOTE: Use only
lubricant supplied by PW Eagle -the
use of other lubricants may cause
deterioration of pipe or gasket.
3. Place the beveled end in the
companion bell and provide straight
alignment.
4. Push the pipe straight into the bell
with a block and bar until the stop
mark on the spigot is even with the
end of the bell.
5, NOTE: DO NOT ASSEMBLE
THE JOINT BY SWINGING OR
STABBING.
6. NOTE: For larger sizes of pipe,
additional mechanical assistance
(such as a come-along or hydraulic
jack). DO NOT ASSEMBLE THE
JOINT USING A BACKHOE BUCKET.
7. Allowable axial deflection at the
joint varies with each manufacturer's
design, For PW Eagle products,
allowable deflection is two degrees.
For more information, see PW Eagle's
technical bulletin "Gasketed Pipe
Assembly,"
Gasketed AWWA C900
& C905 Transmission
& Dibtribution pipe is
the clear choice for
municipal applications.
Tapping PVC - C900
PW Eagle's C900 and C905 pipe
may be tapped either dry or under
pressure, There are three b/pes of
tapping equipment and methods,
1. Direct Tapping
The onty pipes that may be direct-
tapped are C900 DR14 and DR18 in
sizes 6-inch through 12-inch, When
direct tapping, follow the procedures
in Uni-Bell's Uni-B-8 "Recommended
Practice for the Direct Tapping of
Poiyvinyl Chloride (PVC) Pressure
Water Pipe."
2, Saddle Tapping
All sizes and DRs of C900 and C905
may be saddle-tapped. Maximum
tap size is 2 inches for saddles.
Service clamps or saddles used with
PVC pipe must:
a. be designed for use with ClOD
PVC pipe
b, provide full support around the
circumference of the pipe
c, provide bearing area of sufficient
width along the axis of the pipe
(minimum 2-inch width for taps up
to 1 inch diameter; minimum 3-inch
width for taps 11/4 to 2 inch diameter)
3. Tapping Sleeve or Valve
All sizes and DRs of C900 and C905
may be tapped using a tapping
sleeve or valve. For connections
greater than 2 inches in diameter,
this method is required, Maximum
connection is size-on-size.
V - For field cuts, drew a stop mark (line "V") by subtracting 5/8" from bell length "C".
WARNING:
Do not use PVC pipe to con-
vey air or other gases under
pressure. If failure should
occur, the result would be
catastrophic. Rapid expansion
of the compressed gas would
send shards of plastic over a
wide area and could result in
serious injury or death.
Nominal Average Approx Min Wall Min Bell Approx Approx Approx
Pipe Size DR Pipe OD Pipe ID Thickness (t) Thickness (tl} Bell OD Weight Weight
(inches) [inches) (inches} (inches} (inches) (inches) (Ibs/l 0Oft) fibs/pc)
4 25 :4.80: 4.42:192 207 6% 196: : 38
4 18 4.80 4.27 .267 .298 67/~ 260 52
6 25 6.90 6.35 .276 ,300 9~ 390 78
6 14 6.90 5.91 .493 .567 9'/z 670 134
6 ; 25 ;:;; :.395
8 18 9.05 8.04 .503 .562 12% 910 182
8 ;005 : 1743 Ll~Va
10 25 11.10 10.21 =444 ,483 147/~ 1010 202
10 14 11,1 g 9.51 .793 .912 14% 1730 346
12 18 13.20 11.73 .733 .820 17~/~ 1940 888
14 25 15.30 14.08 .612 .666 19V~ 1890 378
16 25 17.40 16.01 .696 ,760 21% 2470 494
16 i8 ;;i7.40 '15.47; ; ;; .967 i;095
18 25 19,50 17,83 .780 .852 24% 3110 622
29 25 2t .60 19.75 ,864 .943 26% 3840 766
24 25 25.80 23.59 1.032 1,127 31% 5440 1088
Customer Service Centers
Oregon 800-347-0200 Missouri 800-341-0053
Fax 541-686-9257 Fax 573-474-1760
West Virginia 800-624-3111 ~¢;~
Fax 304-472-0742
PWEagle ,.0. Box lO049, Eugene, OR 97440. (800)347-02~0 · [541)343-0200, FAX (541/8~8-g9~?, www. pweagieinc.com