HomeMy Public PortalAboutSewerSmokeJumperBaseedSPS
EASEMENT DESCRIPTION
FOR
CITY OF McCALL, IDAHO
A strip of land for sanitary sewer purposes lying in the SW 1 SW 4,
Section 16, T. 18 N., R. 3 E., Boise Meridian, Valley County,
Idaho, more particularly described as follows:
Commencing at the NW corner of said SW 1 SW1 ;
thence N. 89° 55 '17"E. , 299.28 feet along the northerly boundary of
said SW 1 SW 1 to the POINT OF BEGINNING;
thence continuing N. 89 °55' 17"E. , 20.00 feet;
thence S. 0° 32 '54"W. , 922.75 feet;
thence S. 54°27'06"E., 261.60 feet;
thence S. 89° 57 ' 06"E . , 254.79 feet;
thence S. 0° 50 '57"W. , 20.00 feet;
thence N. 89° 57' 06"W. , 260.92 feet;
thence N. 54° 27' 06ttW. , 278.35 feet;
thence N. 0° 32 '54"E. , 932.97 feet to the POINT OF BEGINNING.
This Parcel contains 0.667 acres (29,073 square feet).
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United States
Department of
Agriculture
Forest Payette
Service National
Forest
HONORABLE DEAN MARTENS
MAYOR OF MCCALL
PO BOX 1065
MCCALL ID 83638
Dear Mayor Martens:
P.O. Box 1026
McCa11, ID 83638
Reply to: 6400/5100
Date: May 25, 1994
This letter is written in response to your letter of November 19, 1993, requesting dedication
of certain water and sewer lines, installed in 1987, in conjunction with construction of the new
Smokejumper Base at the McCall Airport.
By way of this letter, we dedicate the water and sewer lines installed by the Forest Service on
City secured easements, to the City of McCall for perpetual maintenance and operation.
In addition, and since your letter was received, you asked for clarification by the Forest Service
regarding the status of the yellow, metal building on City property. A review of the lease
document between the City of McCall and the Forest Service was performed. As stated in
this lease, when the lease expired the yellow, metal building would become City property. The
lease has expired and the building is now City property. No other documentation is required to
facilitate the transfer of ownership. As previously agreed, we will continue to coordinate use of
the building with the City until such time the City requests that we remove stored property.
We hope this resolves this matter and appreciate the cooperation and assistance provided by the
City of McCall.
Sincerely,
-CCor-
DAVID F. ALEXANDER
Forest Supervisor
cc:
G.Benedict
J.Call
T.Ellison
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DAVIS C. TOOTHMAN
RICHARD F. ORTON, JR.
TOOTHMAN-ORTON ENGINEERING COMPANY
CONSULTING ENGINEERS AND PLANNERS
1802 NORTH 33RD STREET
BOISE, IDAHO 83703
TELEPHONE (208) 342-5511
Mr. Robert H. Remaklus
P.O. Box 759
Cascade, Id. 83611
Dear Mr. Remaklus:
PAUL S. KUNZ
DON G. PAYNE
December 1, 1986
I am enclosing the following descriptions and sketches for
e asements required in conjunction with the Smokejumper Base Sewer
Main Extension:
1. Heacock/Madsen
2. Northwest Mountain Mission
3. tJ.S.F.S
Permanent sewer easements are required from each party. It
is my understanding that the Forest Service will prepare the
e asement for their property, and the City will prepare the
Heacock/Madsen easement and Northwest Mountain Mission easement.
This must be verified with Bud.
I have also enclosed a review set of the final construction
drawings for your use. If I can be of any further assistance
please call.
Sincerely,
TOOTHMAN-ORTON ENGINEERING COMPANY
/4;1-1
Tim Burgess, P.E.
e nc.
cc City of McCall w/enc. - Bud Schmidt.--
TO
CY A b\3 4 I T OOH13G O R
Consulting Engineers and Planners
1802 N. 33RD
BOISE, IDAHO 83703
PHONE: (208) 342-5511
(irur OF M CALL
p(oI B o x /rnoce
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Mr.CALL IDAi-4fl 83Co?S
GENTLEMEN:
WE ARE SENDING YOU 1'7/ Attached
Shop drawings
Copy of letter
L; Prints
L
DATE
JOB NO.
7 It_8
ATTENTION
L3U0 G 4M I Crr
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a ! 7Y A c-c-EPTA-NG e. pF
NIOKaJvim PER
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El Under separate cover viF•
Change order
■
■
the following items:
Plans ❑ Samples ❑ Specifications
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval [ 1 Approved as submitted I 1 Resubmit copies for approval
d For your use 11 Approved as noted I Submit copies for distribution
❑ As requested Returned for corrections LI Return corrected prints
REMARKS
For review and comment El
FOR BIDS DUE
19 Li PRINTS RETURNED AFTER LOAN TO US
f�
COPY TO
SIGNED: M , IV t a ILA
If onclosuros aro not as noted, kindly notify us at onc.. UV I
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Mr. Vito LaSalle, Forest Supervisor
P ayette National Forest
P .O. Box 1026
McCall, Idaho 83638
July 19, 1988
RE: City Acceptance of Smoke -Jumpers Sewer line
Dear Sir:
We are prepared to accept the Smoke Jumper sewer line for
maintenance and operations, based the conditions described below:
Attached to this correspondence are copies of the City
Council motion regarding the Smoke Jumper line and copies of an
initial draft report regarding Internal Inspection of the sewer
line. You will see in the draft report that Item 18, on Page 12,
d eals with findings made in the Smoke Jumpers line from the
building to Manhole E-2. Note that near the end of Item 18 that
o ur Engineers have recommended that a leak in Manhole F-3 be
✓ epaired and that a gasket at a point 68 8 feet downstream from
Manhole F-3 also be repaired. In addition to these internal
items we have asked that trench settlement along the trench also
be graded out to match surrounding land elevations We request
that you require your Contractor to make these repairs, and
allow us the opportunity to observe the internal repair. Once
the repairs are completed we will accept the Smoke Jumpers sewer
line for maintenance and operation in the future.
Your cooperation in this matter is greatly appreciated.
Sincerely,
CITY OF MCCALL
John J. Allen Jr.
City of McCall
P .O. Box 1065
McCall, Idaho 83638
Re: Internal Inspection Project -City Sewer Mains
Dear Mayor Allen:
0
We have performed the Internal Inspection Project of the
✓ arious selected lines within the City of McCall. The Internal
Inspection Project proved to be very successful and has truly
h elped in identifying problem areas in the city sewer system.
The Internal Inspection Project consisted of first
h ydrocleaning the sewer main line and then a camera was pulled
t hrough each section of main. The following is a list of lines
internally inspected and a summary of our findings.
1. Romaine St. from Jasper St. to Hubbard Dr.
M.H A-18 to M.H. A.6-1 - This portion of the sewer main was
f airly clean. The hydrocleaners were able to remove approximately
o ne half of a cubic foot of sand and silt. The line is 8-inch
transite and appears to be in good shape There appears to be a
g rade break at approximately 202 feet west of M.H. A-18. There
are two protruding services in this section. The first is 168
feet west of M.H. A-18 which was broke off by the camera. The
second was 232.5 feet west of M.H. A-18 which enters the main at
11 o'clock. The camera could not get by this protruding service
Replacement not warranted for this section. No spot repairs
✓ ecommended.
2. Hubbard Dr. from Romaine St. to Hayes St.
M.H. A.6-1 to A.5-6 - Again this portion of the sewer main was
f airly clean however the hydrocleaner did remove some roots.
Internal inspection showed sewer main to be in fairly good
condition. There is a cracked pipe 173 4 feet south of M.H. A.6-1
with some root intrusion. There is one protruding service at
322 7 feet south of M.H. A 6-1 which sticks in approximately
2-1/2 inches. Replacement not warranted in this section.
Recommend repair of cracked pipe.
M.H A.5-6 to M.H. A.5-5 - Sewer main was fairly clean in this
section. Encountered a protruding service at 67.6 feet south of
M.H. A.5-6. This service is protruding approximately 4 inches at
the 3 o'clock position. There also appears to be a small pop -out
in the transite pipe at 258.5 feet south of M.H. A.5-6 but does
not show any signs of leakage. Replacement not warranted for this
section. Recommend repair of protruding service at 67.6 feet
south of M.H. A.5-6:
M.H. B-24 to M.H. B--23 Hydrocleaner removed approximately 1
fifty, five gallon bucket full of sand, gravel and grease.
Internal inspection shows that the water is backed up at this
point due to the dirty line west of M.H. B-23. Camera is
submerged from 30 feet downstream of M.H. B--24 to 100 feet
Downstream of M.H. B-24 where camera hits something and can not
get by. Recommend regular cleaning of this line and also the
lines downstream of M.H. B-23.
18. Smoke jumper line from building to M.H. E--2
M.H. F-15 to M.H. F 14 - Hydrocleaner was not used on any section
o f this entire Smoke jumper line. Internal inspection shows this
section to be in very good condition.
M.H. F-14 to M.H. F-13 - Internal inspection shows this section
o f the sewer main to be in very good condition.
M.H. F-13 to M.H. F 12 - Entire section of sewer main appears to
be in very good condition.
1 sari
M.H. F 12 to M.H. F-11 - Appears to be a low section of main from
70 to 82.5 feet downstream of M.H. F-12. Appears to be
approximately 1/2 to 1 inch low. Encountered a service connection
at 174.7 feetdownstream of M.H. F-12 entering the main at the
top of the pipe at the same location it appears that the main is
squashed down approximately 1\2 inch. No spot repairs
✓ ecommended.
M.H. F-11 to M.K. F-10 - It appears that the main has been
slightly squashed at 5.9 feet downstream of M.H. F-11. It also
shows that there is a low spot from 5.9 to 17.9 feet downstream
o f M.H. F-I 1 . No spot repairs recommended.
M.H. F--10 to M.H. F-9 - Internal inspection shows a low spot from
155.2 to 167.2 feet downstream of M.H. F--10 . Another low spot is
e ncountered from 241.2 downstream of M.H. F-10 to M.H. F-9 or a
distance of 33.8 feet. These low spots appear to be approximately
1/2 inch low.
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M.H. F-9 to M.H. F-8 - Internal inspection indicates a low spot
from 31.5 to 63.5 feet downstream of M.H. F-9. This low spot
appears to be approximately 1/2 inch low. There also appears to
be a low spot or belly in the middle of a number of these 12 foot
sections of pvc pipe. These belly's appear to be low by
approximately 1/4 to 1/2 of an inch in each case. Other than
these slight low spots the main line appears to be in very good
shape. All joints look good.
M.H. F-8 to M.H. F-7 - This section of the sewer main looks
good.
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M . H . F - 7 t o M . H . F - 6 - T h e g r a d e i n t h i s s e c t i o n o f t h e m a i n
f l a t t e n s o u t a n d i n t e r n a l i n s p e c t i o n s h o w s a b e l l y i n t h e m i d d l e
o f t h e 2 0 f o o t s e c t i o n o f p i p e i n 1 5 o u t o f 1 9 s e c t i o n s o f p i p e
i n t h i s s e c t i o n o f s e w e r m a i n .
M . H . F - 6 t o M . H . F - 5 - G r a d e s t e e p e n s o u t s i d e o f M . H . F - 6 a n d
e n t i r e s e c t i o n o f t h i s m a i n l i n e l o o k s r e a l g o o d .
M . H . F - - 5 t o M . H . F 4 - I n t e r n a l i n s p e c t i o n s h o w s t h i s s e c t i o n o f
t h e s e w e r m a i n t o b e i n v e r y g o o d c o n d i t i o n .
M . H . F - 4 t o M . H . F - 3 - T h i s s e c t i o n o f t h e s e w e r m a i n a l s o l o o k s
g o o d .
M . H . F - - 3 t o M . H . F - 2 - M . H . F - 3 l e a k s a r o u n d t h e p i p e g o i n g o u t .
I n t e r n a l i n s p e c t i o n s h o w s t h a t t h e r e i s a l o w s p o t i n t h e m a i n
f r o m 2 0 t o 6 8 f e e t d o w n s t r e a m o f M . H . F - 3 . I t a p p e a r s t h a t t h i s
s e c t i o n o f m a i n i s a p p r o x i m a t e l y 1 / 2 t o 1 i n c h l o w . E n c o u n t e r e d a
' u b b e r g a s k e t i n s i d e t h e j o i n t o n t h e r i g h t s i d e l o o k i n g
d o w n s t r e a m a t 6 8 . 8 f e e t d o w n s t r e a m o f M . H . F - 3 . I t d o e s n o t
a p p e a r t o b e l e a k i n g a n y w a t e r . T h e r e i s a l o w a r e a f r o m 1 5 3 t o
1 9 3 f e e t d o w n s t r e a m o f M . H . F - 3 w h i c h a p p e a r s t o b e a p p r o x i m a t e l y
1 / 2 t o 1 i n c h l o w . T h e r e m a i n d e r o f t h i s s e c t i o n i s i n g o o d
c o n d i t i o n . R e c o m m e n d r e p a i r o f l e a k a t M . H . F - 3 a n d r e p a i r o f
' u b b e r g a s k e t i n s i d e j o i n t a t 6 8 . 8 f e e t d o w n s t r e a m o f M . H . F - 3
"
M . H . F - - 2 t o M . H . F - 1 - T h i s e n t i r e s e c t i o n a p p e a r s t o b e i n v e r y
g o o d c o n d i t i o n .
M . H . F 1 t o M . H . E - 2 - - A g a i n t h i s e n t i r e s e c t i o n a p p e a r s t o b e i n
' e a l g o o d c o n d i t i o n .
1 9 . P a r k S t . a n d 2 n d S t . a r e a
M . H . B . 7 . 1 - 1 A t o M . H . B . 7 . 1 - 1 - H y d r o c l e a n e r r e m o v e d a l o t o f
' o o t s i n t h i s s e c t i o n o f t h e s e w e r m a i n . I n t e r n a l i n s p e c t i o n
s h o w s s i g n s o f q u i t e a b i t o f r o o t i n t r u s i o n a t t h e m a j o r i t y o f
j o i n t s t h r o u g h o u t t h i s s e c t i o n o f m a i n . T h e r e a p p e a r s t o b e a
c o u p l e o f w e t j o i n t s a t 1 5 2 a n d 1 5 5 . 5 f e e t d o w n s t r e a m o f M . H .
B . 7 . 1 - 1 A . R e c o m m e n d r e g u l a r r o o t r e m o v a l i n t h i s s e c t i o n o f t h e
s e w e r m a i n .
M . H . B . 7 . 1 - 1 B t o M . H . B . 7 . 1 - I A - I n t e r n a l i n s p e c t i o n e n c o u n t e r e d
a p r o t r u d i n g s e r v i c e 2 2 . 5 f e e t d o w n s t r e a m o f M . H . B . 7 . 1 - 1 B .
S t i c k s i n a p p r o x i m a t e l y 2 i n c h e s o n t h e s o u t h s i d e o f t h e m a i n .
E n c o u n t e r e d a b e l l y i n t h e m a i n f r o m 2 4 3 t o 3 0 8 f e e t d o w n s t r e a m
o f M . H . B . 7 . 1 - 1 B . B e l l y d r o p s d o w n a p p r o x i m a t e l y 4 i n c h e s . C a m e r a
h i t s o m e t h i n g e l s e i n t h e m a i n a t 1 8 0 f e e t d o w n s t r e a m o f M . H .
B . 7 . 1 - 1 B a n d c a n n o t g o a n y f u r t h e r . T h e s e c t i o n b e t w e e n 2 2 a n d
1 8 0 f e e t d o w n s t r e a m o f M . H . B . 7 . 1 - 1 B w a s n o t t e l e v i s e d . R e c o m m e n d
' e g u l a r c l e a n i n g o f t h i s s e c t i o n o f t h e s e w e r m a i n .
"
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