HomeMy WebLinkAboutGrandview_PumpStation (PA-2009-00074)
CITY OF
ASHLAND
April 6, 2009
City of Ashland
Morgan Wayman & Jim Olson
20 East Main St
Ashland, OR 97520
Notice of Final Decision
On April 6, 2009, the Staff Advisor for the Ashland Planning Department administratively approved your
request for the following:
PLANNING ACTION: 2009-00074
SUBJECT PROPERTY: Intersection of Grandview Dr. and Wright's Creek Dr.
APPLICANT: City of Ashland
DESCRIPTION: A request for a Physical and Environmental Constraints Review Permit to remove and
replace the existing Sanitary Sewer Pump Station located on the west side of Wright's Creek Drive just
south of the intersection of Grandview Drive. This site is located within the identified Floodplain of
Wright's Creek. The pump station is located within the public right-of-way.
The Staff Advisor's decision becomes final and is effective on the 13th day after the Notice of Final
Decision is mailed.
Prior to that date, anyone who was mailed this Notice Of Final Decision may request a reconsideration of
the action by the Staff Advisor as set forth in the Ashland Land Use Ordinance (ALVO)
18.108.070(B)(2)(b) and/or file an appeal to the Ashland Planning Commission as provided in the ALVa
18.1 08.070(B)(2)( c).
An appeal may not be made directly to the Land Use Board of Appeals. Oregon law states that failure to
raise an objection concerning this application, by letter, or failure to provide sufficient specificity to afford
the decision maker an opportunity to respond to the issue, precludes your right of appeal to LUBA on that
issue. Failure to specify which ordinance criterion the objection is based on also precludes YOUI: right of
appeal to LUBA on that criterion. Failure of the applicant to raise constitutional or other issues relating to
proposed conditions of approval with sufficient specificity to allow this Department to respond to the
issue precludes an action for damages in circuit court.
The application, all associated documents and evidence submitted, and the applicable criteria are available
for review at no cost at the Ashland Community Development Department, located at 51 Winburn Way.
Copies of file documents can be requested and are charged based on the City of Ashland copy fee
schedule.
If you have any questions regarding this decision, please contact April Lucas, Administrative Assistant in
the Community Development Department between the hours of 8:00 am and 4:30 pm, Monday through
Friday at (541) 488-5305.
cc: Parties of Record
DEPT. OF COMMUNITY DEVELOPMENT
20 E. Main Street
Ashland, Oregon 97520
WNW. ashland, or. us
Tef: 541~88.5305
Fax: 541-552-2050
TTY: 800-735-2900
rA'
ASHLAND PLANNING COMMISSION
FINDINGS & ORDERS
PLANNING ACTION: 2009-00074
SUBJECT PROPERTY: Intersection of Grandview Dr. and Wright's Creek Dr.
APPLICANT: City of Ashland
DESCRIPTION: A request for a Physical and Environmental Constraints Review Permit to remove
and replace the existing Sanitary Sewer Pump Station located on the west side of Wright's Creek Drive
just south of the intersection of Grandview Drive. This site is located within the identified Floodplain
of Wright's Creek. The pump station is located within the public right-of-way.
COMPREHENSIVE PLAN DESIGNATION: Single Family Residential; ZONING: R-I-IO
SUBMITTAL DATE:
DEEMED COMPLETE DATE:
STAFF APPROVAL DATE:
DEADLINE TO REQUEST A HEARING DATE:
FINAL DECISION DATE:
APPROVAL EXPIRATION DATE:
January 16, 2009
February 18, 2009
April 4, 2009
April 17, 2009
April 17, 2009
April 17, 2010
DECISION
The project site is the underground sanitary sewer pump station located to the southwest of the
intersection of Grandview Drive and Wright's Creek Drive, just to the west of the street edge at the
intersection. The existing pump station is located within the designated floodplain of Wright's Creek.
At this location the creek flows through a culvert under the street.
The Grandview Sanitary Sewer Pump Station was installed in 1974. The pump station is 14' deep x
14' wide x 12' long, it is located underground and is constructed with 12-inch thick reinforced
concrete. There is a concrete lid on the station which has vent tubing and the control box for the pump
station. The sewage from a number of nearby streets flows through the sewer lines to the pump station
where it is pumped up Wright's Creek Drive to Wimer Street then gravity flows to the sewage
treatment plant. The pump station is located within the Flood plain of Wright's Creek. The pump
station replacement is part of the City of Ashland Capital Improvement Projects.
A Physical and Environmental Constraints_Review Permit is required because the void left by
removing the existing equipment and installing the new will require 66 cubic yards of fill. By
ordinance, one of the thresholds that qualify as development and requires a Physical and
Environmental Constraints Review Permit is when the amount of fill exceeds 50 cubic yards. This
proposal exceeds that and thus requires a Physical and Environmental Constraints permit.
The new pump station equipment is smaller in area than the existing and thus by placing it in the same
vault, a void will remain that requires filling. The applicants have proposed to use slurry (a mix of
concrete and sand) as the' fill' to eliminate the large void and stabilize the concrete walls that are not
proposed to be removed. Section 18.62.070.3.a states 'the amount of fill in the Flood plain Corridor
shall be kept to a minimum. Fill and other material imported from off the lot that could displace flood
water...' Based on the applicant's findings which have been substantiated by the project engineer, the
projects use of fill will not be displacing flood water. The void already exists, and Wright's Creek is
culverted in this location.
PA #2009-00074
Grandview Pump Station/ada
Page 1
The applicants researched other potential areas to relocate pump station, outside of the floodplain.
Those other options required extensive excavation of the streets to move the utility connections leading
to and from the pump station which could have had a more adverse impact to the Wright's Creek
drainage.
The pump station is subject to strict Department of Environmental Quality restrictions and will be
constructed in accordance with those requirements. The existing pump station has withstood other
flood events without sustaining damage and the new station will be constructed in a 'water tight'
manner creating a closed system so as no infiltration can occur. A new control box and disconnect box
will be constructed above the concrete lid of the pump station. The control box shall be located in a
manner as to not interfere with the vision clearance requirements at the intersection of Grandview
Drive and Wrights Creek Drive. Staff concurs with the project engineer that the use offill inside of the
void will not be displacing the flood waters. As addressed by the language in the section of code refers
to building structures, the intent of that section of code was for the construction of structure and to
raise the elevation of the site above the flood plain corridor. If there was to be a flood the concrete
vault will not have any additional impacts beyond the existing situation.
In accordance with the Ashland City Council decision on Planning Action #2006-01784 in August of
2007 and the Ashland Municipal Code 18.62.070.M, no new utilities or streets are proposed within
floodplain corridors; this application is for the replacement of existing facilities which are within
existing rights-of-way which existed prior to the regulations for development in the floodplain were
adopted in 1986. The above regulations pertain to the prohibition of new subdivisions and new
partitions from attempting to maximize development through utilization of Flood Plain and Riparian
Lands for their infrastructure. Therefore, the replacement of existing facilities which will have no
greater adverse impact on adjacent properties is permitted under this section of the AMC.
There are four small diameter Scotch pine trees near the pump station. One of which is proposed to be
removed as part of this application. According to the tree assessment by Parks Department
Horticulturalist, the tree is dead and since the tree is less than 2.5 inches in diameter at breast height it
is not subject to the Tree Removal section of the code. In the Parks Department assessment there are
some prescribed methods of tree and root pruning and inspections following the removal of the pump
equipment which should be adhered too. A condition to this effect has been added.
The applicants did research other possible locations for the pump station to be moved to, outside of the
floodplain. The other options required extensive excavation of the streets to move the utility
connections leading to and from the pump station which could have had a more adverse impact to the
Wright's Creek drainage than the amount of fill proposed to fill the voids within the existing concrete
vault housing the pump station. Additionally, the amount of surface disturbance will be minimized due
to the existence of the concrete vault, and associated utilities. Erosion control has been proposed and
all DEQ permitting and construction requirements will be adhered too. There will also be no storage of
construction debris allowed on the site during the construction. Lastly, Wright's Creek flows through a
culvert under the road at this location which creates a physical barrier to the actual floodplain.
The criteria for a Physical and Environmental Constraints Review Permit are described in the
Physical and Environmental Constraints Chapter, 18.62.040.1, as follows:
1. Through the application of the development standards of this chapter, the potential impacts to
the property and nearby areas have been considered, and adverse impacts have been
minimized
P A #2009-00074
Grandvicw Pump StationJada
Page 2
2. That the applicant has considered the potential hazards that the development may create and
implemented measures to mitigate the potential hazards caused by the development.
3. That the applicant has taken all reasonable steps to red14ce the adverse impact on the
environment. Irreversible actions shall be considered more seriously than reversible actions.
The Staff Advisor or Planning Commission shall consider the existing development of the
surrounding area, and the maximum permitted development permitted by the Land Use
Ordinance.
The application with the attached conditions complies with all applicable City ordinances.
Therefore, Planning Action 2009-00074 is approved with the following conditions. Further, if anyone
or more of the following conditions are found to be invalid for any reason whatsoever, then Planning
Action 2009-00074 is denied. The following are the conditions and they are attached to the approval:
I) That all proposals of the applicant shall be conditions of approval unless otherwise modified here.
2) That all requirements of the Department of Environmental Quality for the construction of the sewer
pump station shall be conditions of approval unless otherwise modified herein.
3) That no tree removal, as defined in Section 18.62.030 of the AMC, is approved as part of this
application. If future tree removal is necessary, a separate Physical and Environmental Constraints
Permit is required.
4) That all erosion controls measures proposed shall be installed and inspected on site prior to any site
disturbance.
5) That the recommendations for tree pruning and root evaluation shall be performed by the Parks
Department Horticulturalist in accordance to the recommendations submitted as part of the
application and dated September 16, 2008.
6) That the");ontrol panel shall be located outside of the vision clearance triangle or shall comply with
the v!siO'n clearance standards.
P A #2009-00074
Grandview Pump Stationlada
Page 3
I
Easy Peele Labels ... Bend along line to ~ AVERY@ 5160. 1
Use AveryfiJ Template 5160@ Feed Paper expose Pop-Up Edge™ .
PA-2009..00074 391 E05CD 118 PA-2009-00074 391 EOSeD 704 PA-2009-00074 391 EOSeD 407
DUGWYLER ROBERT L JR FINKLEA EDWARD A GOLDMAN LOUIS TRUSTEE ET AL
590 FERNWOOD DR 2112 BRIDLE WAY 705 GRANDVIEW DR
ASHLAND OR 97520 WEST LINN OR 97068 ASHLAND OR 97520
PA-2009-00074 391 EOSCD 406 PA-2009-00074 391 EOSeD 803 PA-2 00 9-000 7 4 391 EOSeD 120
JONES RICHARD J/LEIGH E LOOMER LISA TRUSTEE ET AL PRESICCI ELIZABETH
705 WRIGHTS CREEK RD 677 JAQUEL YN ST 550 GRANDVIEW DR
ASHLAND OR 97520 ASHLAND OR 97520 ASHLAND OR 97520
PA-2009..QO074 391E05CD 119 PA-2009-00074 391 E05CD 412 PA-2009-Q0074 391 E05CD 400
RICHARDS JOHN S/MEI-WEN ROBBINS EUGENE K/BRODERSEN RUNDELL ANDREW RNICTORIA L
590 GRANDVIEW DR BONNIE 545 WRIGHTS CREEK RD
ASHLAND OR 97520 635 WRIGHTS CREEK RD ASHLAND OR 97520
ASHLAND OR 97520
PA-2009-00074 391E05CD 706 PA..2009-00074 391 EOSeD 705 PA-2009-00074 391 EOSeD 403
SENDAR PAULA BETH STIRITZ MARJORIE M TIEFER HILLARY A
804 ACORN CIR 500 WRIGHTS CREEK DR 565 WRIGHTS CREEK DR
ASHLAND OR 97520 ASHLAND OR 97520 ASHLAND OR 97520
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f=iA_RDEY ENGiN,EER.~NG & Ass
April 3 ~ 2009
RE: floodwater Displacement - G:randvievy' Pump Station Replacement Project
To ""horn It May Concern:
The fiU material planned for this project \!vHl in no Yifay displace floodwater" The voids t'O be fined currently e:xi$t wfthin the ex~stlng
pUtllp station V3U[t lNhich 'lNHI .house the rtf:;W purrlp st:aUon~ FHUng these voids \\I1tfl 66 cubic yards e:f Cnntrol' Deh~ty PUI is not pertinent
to the intent of Semon lB.62~07l\~3~d VJhich spedftcaUy references the: d~spl.acement of flood plain Vifat:er as the result ()f fi~nng activity~
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CITY OF
ASHLAND
Planning Department, 51 ,Wir' , Way, Ashland) Oregon 97520
541-488-5305 Fax: 541-552~,"voO www.ashland,or.us TTY: 1-800-735-2900
NOTICE OF APPLICA liON
PLANNING ACTION: 2009-00074
SUBJECT PROPERTY: Intersection of Grandview Dr. and Wright's Creek Dr.
APPLICANT: City of Ashland
DESCRIPTION: A request for a Physical and Environmental Constraints Review Permit to remove and replace the existing Sanitary
Sewer Pump Station located on the west side of Wright's Creek Drive just south of the intersection of Grandview Drive. This site is
located within the identified Floodplain of Wright's Creek. The pump station is located within the public right-at-way.
COMPREHENSIVE PLAN DESIGNATION: Single Family Residential; ZONING: R-1-10;
NOTICE OF COMPLETE APPLICATION: February 18, 2009
DEADLINE FOR SUBMISSION OF WRITTEN COMMENTS: March 3, 2009
CIaO Feet
+
The Ashland Planning Department Staff has received a complete application for the property noted above.
Any affected property owner or resident has a right to submit written comments to the City of Ashland Planning Department, 51 Winburn Way,
Ashland, Oregon 97520 prior to 4:30 p.m, on the deadline date shown above.
Ashland Planning Division Staff determine if a Land Use application is complete within 30 days of submittal. Upon determination of completeness, a
notice is sent to surrounding properties within 200 feet of the property submitting application which allows for a 14 day comment period. After the
comment period and not more than 45 days from the application being deemed complete, the Planning Division Staff shall make a final decision on the
application. A notice of decision is mailed to the same properties within 5 days of decision. An appeal to the Planning Commission of the Planning
Division Staffs decision must be made in writing to the Ashland Planning Division within 12 days from the date of the mailing of final decision, (AMC
18.108.040)
The ordinance criteria applicable to this application are attached to this notice. Oregon law states that failure to raise an objection concerning this
application, by letter, or failure to provide sufficient specificity to afford the decision maker an opportunity to respond to the issue, precludes your right
of appeal to the Land Use Board of Appeals (LUBA) on that issue. Failure to specify which ordinance criterion the objection is based on also precludes
your right of appeal to LUBA on that criterion. Failure of the applicant to raise constitutional or other issues relating to proposed conditions of approval
with sufficient specificity to allow this Department to respond to the issue precludes an action for damages in circuit court.
A copy of the application, all documents and evidence relied upon by the applicant and applicable criteria are available for inspection at no cost and
will be provided at reasonable cost, if requested. All materials are available at the Ashland Planning Department, Community Development &
Engineering Services Building, 51 Winburn Way, Ashland, Oregon 97520.
If you have questions or comments concerning this request, please feel free to contact the Ashland Planning Department at 541-488-5305.
G: \comm Mdev\p Janning \N 0 tices Ma i Jed\2 009\2009 -000 74. doc
PHYSICAL & ENVIRONMENTAL CONSTRAINTS
18,62,040.1 Criteria for Approval
A Physical Constraints Review Permit shall be issued by the Staff Advisor when the Applicant demonstrates the following:
1, Through the application of the development standards of this chapter, the potential impacts to the property and nearby areas have been considered, and
adverse impacts have been minimized,
2. That the applicant has considered the potential hazards that the development may create and implemented measures to mitigate the potential hazards
caused by the development.
3. That the applicant has taken all reasonable steps to reduce the adverse impact on the environment. Irreversible actions shall be considered more
seriously than reversible actions. The Staff Advisor or Planning Commission shall consider the existing development of the surrounding area, and the
maximum permitted development permitted by the Land Use Ordinance.
(ORD 2808,1997; ORD 2834,1998; ORD 2951) 2008)
G: \comm -dev\p Ian n ing\N ot ices Mai led\2009\2 009 wOOO? 4. doc
PA-2009-00074 391 E05CD 118 PA-2009-00074 391 EOSCD 704 PA-2009-00074 391 E05CD 407
DUGWYLER ROBERT L JR FINKLEA EDWARD A GOLDMAN LOUIS TRUSTEE ET AL
590 FERNWOOD DR 2112 BRIDLE WAY 705 GRANDVIEW DR
ASHLAND OR 97520 WEST LINN OR 97068 ASHLAND OR 97520
PA-2009-00074 391E05CD 406 PA-2009-00074 391 E05CD 803 PA-2009-00074 391E05CD 120
JONES RICHARD J/LEIGH E LOOMER LISA TRUSTEE ET AL PRESICCI ELIZABETH
705 WRIGHTS CREEK RD 677 JAQUEL YN 8T 550 GRANDVIEW DR
ASHLAND OR 97520 ASHLAND OR 97520 ASHLAND OR 97520
PA-2009-00074 391 EOSCD 119 PA-2009-00074 391E05CD 412 PA-2009-00074 391 E05CD 400
RICHARDS JOHN B/MEI-WEN ROBBINS EUGENE K/BRODERSEN RUNDELL ANDREW RNICTORIA L
590 GRANDVIEW DR BONNIE 545 WRIGHTS CREEK RD
ASHLAND OR 97520 635 WRIGHTS CREEK RD ASHLAND OR 97520
ASHLAND OR 97520
PA-2009-00074 391E05CD 706 PA-2009-00074 391 E05CD 705 PA-2009-00074 391E05CD 403
SENDAR PAULA BETH STIRITZ MARJORIE M TIEFER HILLARY A
804 ACORN CIR 500 WRIGHTS CREEK DR 565 WRIGHTS CREEK DR
ASHLAND OR 97520 ASHLAND OR 97520 ASHLAND OR 97520
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To: Amy Anderson
Assistant Planner
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From: Morgan Wayman
Project Manager, Public Works Department
Re: Grandview Pump Station
Physical and Environmental Physical Constrail)ts Permit
Preliminary Review - Incomplete Items
Dear Amy,
This is in reference to the requirement of 18. 62.070.M:
Based on the City Council findings from P A#2006-01784 (720 Grandview Drive)
pertaining to the location or siting of new local streets and associated utilities in the Flood
Plain corridors, the replacement of an existing utility (the pump station and the slip lining
of the 6" line for the bypass) is not considered new utilities. The finding expressly stated
the purpose of the prohibition was to prevent new subdivisions or new partitions from
attempting to maximize development by utilizing the Flood Plain and Riparian Lands for
infrastructure. Grandview Drive and Wright's Creek Dr. are existing local streets
currently existing and located within 20 feet from top of bank of a fork of Wright's Creek
and are located in Flood Plain Corridor and Riparian Preservation Lands, both existing
prior to the adoption of the Physical and Environmental Constraints chapter of the
municipal code. Additionally, the sewer pump station and utilities within the street rights-
of-way all existed prior to the adoption of the code.
Thank you, . . L
r/~ZA~..'.'.. 1V/:7I ~/#fP~t::-"-~
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MorgaA-\vayman, Project Manager
Cc: Jim Olson
January 30,2009
F
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To: Amy Anderson
Assistant Planner
Prom: Morgan WaYlnan
Project Manager, Public Works Department
Re: Grandview Pump Station
Physical and Environmental Physical Constraints Permit
Preliminary Review - Incomplete Items
Dear Amy,
I have examined your letter dated January 22, 2009 and have met with you to discuss the
items in the permit application which you define as "incomplete". The following
information and attachments should answer all of your questions and provide you with all
that will be needed to grant the Public Works Department the permit needed to move
forward with the installation of the new pump station at the intersection of Grandview
Drive and Wrights Creek Drive. The items of COnCelTI are detailed below:
18. 62.040.H
H Plans required: Please see attached Preliminary Construction Plans, New (11 X
17) EXHIBIT B and original planning EXIBITS; A, B, C and D. Also attached is a
letter from Don Todt, Parks Department Horticulturalist.
1. The plans shall contain the folloyving:
b. See Sheet CI
c. See Sheet C 1
j. See Sheet C 1 - there are no known easements affecting this
improvement.
m. See new (11 X 17) Sheet - EXHIBIT B; as well as the original
EXHIBIT B provided with the application. Also see the attached
Preliminary Construction Plans. All existing, pertinent ground
features are shown.
n. See Preliminary Plans, Original Exhibits: Erosion control will be
implemented according to ODOT standards as part of the
Construction Contract. There will be detailed Erosion Control
Plans included in the Final Construction Plans.
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The existing trees located to the west of the new pump staB.oR hav'e
been examined by Don Tadt, Parks Horticulturalist. Please see his
attached findings. 3 of the 4 existing trees will remain. 1 tree which
is dead and is 2" DBH will be removed. No replacement will be
made due to limited spacing between existing trees. Due to site
limitations, mitigation of the 2" tree to be removed is not likely
feasible.
_H ..'::t
Additional findings addressing the criteria froln 18.62.040:
1. The potential impacts and hazards to the City owned property, Wrights Creek
and surrounding private property/vegetation have been considered. They
involve the following:
A. Erosion: ODOT and City of Ashland standards will be met to
eliminate the potential for soil erosion during construction and as a
result of the project. Detailed plans and specifications regarding soil
erosion control will be in place and enforced by City of Ashland
personnel through out the project process.
B. Damage to Trees: There are 4 trees located just to the west of the
existing pump station. The new pump station will be placed within the
confines of the existing pump station. 1 of the 4 trees is dead and is 2"
in diameter. As such it will be removed. The 3 remaining trees will be
pruned to the specifications of the Parks Department Horticulturalist.
His report (see attached) indicates that these 3 trees are sturdy enough
to endure the construction activities needed to properly install the new
pump station. Due to the location of the trees in relationship to the
pump station and the existing topography and landscaping, the
standard City of Ashland tree protection specifications will not be
applicable. It is the intent of this project to protect the remaining trees
by following the recommendations of the City Horticulturalist.
C. Flood Damage to the New Pump Station: The new pump station will
be designed and installed to meet DEQ standards which are in place to
insure environmental protection under potential, foreseeable, adverse
or hazardous conditions. It will be placed within the confines of the
existing pump station which has readily endured past major flood
events. The structure is buried in the ground to such depths (14 feet)
that a major flood would not dislodge or compromise the new pUlnp
station. Also, the new pump station will have water-tight joints and
fittings creating a 'closed' system so that no infiltration or ex-filtration
will occur in flood or othelwise wet conditions.
Answers to otller questions:
A. Master Plan - CIP Project: The pump station replacement/improvement is part
of the Grandview Drive Sewer Pump Station Replacement Project which is listed
in the City of Ashland's Capital Improvement Projects and is part of the City's
Master Plan for Sanitary Sewers.
B. Asphalt Area: The total area of the rebuilt asphalt area will be 925 SF. The
asphalt area affected by this project is not being expanded. It is effectively being
slightly reduced. However; traffic will continue to be able to flow in a safe and
suitable manner. The area being reduced is an undefined parking area and not
needed for any traffic purposes.
1. What is being done to ,nini,nize impact: See above 'Additional Findings' A, B,
andC
2. Distance fron, floodway C/lannel: The base of the existing pump station which is
being utilized for this project is at an elevation of 2156.00'. The elevation of the
outfall of the existing culvert located just to the south west of the proposed
improvements is 2155.73 '. This leaves the base of the new improvements at
approximately the same elevation as the creek channel which matches the
conditions which have existed since the original pump station was installed in the
early 1970's.
3. 18.62. o 70.A.3. d: The total fill necessary to fill the voids within the vault will be
66 cubic yards. The 50 cubic yards stated in the findings were from an earlier
calculation that no longer applies and was mistakenly included in the report.
4. 18.62.070.M: These utilities and the temporary sewer bypass lines needed for
construction are shown in detail in the attached Preliminary Construction Plans
(Sheet C2) which were not submitted with the P&E permit application.
5. Width of Grandview Drive: The existing guardrail shown on the plans and
exhibits will not be removed. Therefore, the effective pavement width of
Grandview Drive will not change; it will stay at 28 feet. The new curb will be
constructed on a radius that will meet the north tip of this guardrail. All new curb
and pavement construction will meet City of Ashland Engineering Design
Standards. The new curb wi~l terminate at the northelTI most post supporting the
guardrail and will be slightly tapered down to meet the existing gravel surface.
6. Tree Removal: Please see Item B under Additional Finding listed above.
Please let me know if you need any further information.
Thank you,
,:?L ~ /
7t7p/&1~
Morgan Wayman, Project Manager
Cc: Jim Olson
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BEGIN 4- HOPE SliP
UlmlNG
TemOOnH-Y Pumoine Svstem
PHASE 1 CONSTRUCTION NOTES
o INST....Ll lEMPORARY POWER POLE, CONTRACTOR TO COORDINATE 1'>1TH (:lTY OF
ASHLAND UTILITY DEP....RTMl::NT.
0- INSTALL 2-1- SCHEDULE 40 PVC CONDUHS FOR PO'hER & PU~P CONTROLS TO
SANITRAY SEWER MANHOlE FROM TEMPORARY POI'IIER POLE.
<2) SAWCUT. REMOVE AND REPLACE AS Pl-I AL T FOR PLACEMENT OF 1- PVC CONDUIT
PER lRENCH OE:TAIL SHOwN ON AT LEFT.
o CORE ORlLL EXiSTING MAN HOLE FOR 1" PVC CONDUIT (2-EA) &; 4- HOPE
SEWER FORCE MAIN INSTAlLA 110101
@INSTALL 4" HOPE: (DR 17 LO_S94) FORCE MAIN PIPE PER DE'fAIL SHOWN ~T LEFT
AND ON SHEET C4.
<8 SAWCUT. REMOVE AND REPLACE ASPHALT FOR 4~ HPDE SS FORC~ MA1N PER
TRENCH DETAIL SHOv.-~ ON SHEET C4.
~ INSTALL 4" GATE VALVE (2 [1\),
B ~NSTALL 4' 45" "y",
'9 TEMPORARILY PLUG END OF 4" HOPE FOR LATER PHASE 4 CONNECTION,
10 EXIST1NG 6" ACP SE....'[R FORCE !.l:AlN TO BE ABANDONED IN PLAcE n~OM STA
11+27 TO STA 11+82'. PORTlOt.S LOCATED ,.,1TI-1IN liFT STATIm. CONSTRUCTION
UMTS WILL BE REMOVED AND DISPOSED OF APPROPRIATELY (REFER TO PHASE :3
co.'lsmUC11ONON SHEET C3)
G ~~~~6~ ~~I~ TgRg5~~~ug~~A~6~~/~N~~~~ ~r::O~E~~XISTS.
FOR ALl. EXISTING WATERU~.E CROSSINGS THE SEWER FORCE MAIN SHALL BE
PLACED A M1NI!.lUM OF 12~ 8ELOW WATER
PHASE 2 CONSTRUCTION NOTES
@ g~~IN~ ~~:;--~~~I~g ~~~~~~cV~g~ORWK~U~~I.t~ ~+~~~ .r o~~oUl~k\ACE.
CONTRACTOR TO COORDINATE .....,rH COA UTlUT'( DEPARTMENT FOR
@ CONSTRUCT TEI.4PORARY ACCESS PIT FOR SUPUNGlNG PER DETAIL AS SHOWN
BElOW_
@ REMOVE EXIS1lNG 6-~ ACP SEWER PIPE IN LOCA nON OF SllP-L1NE ~CCESS PI T
@ SUPUNE 605 LF OF EXISTING 0" A.C FORCE MAIN 'MTH ...- HDPE (DR 17
LO.3,94) Pif)E,
@ ~~~~ATE UPPER ENO CF SUPUNIlNG ~N EXISTING I.lANHOLE LOCATED IN WlMER
@ UP~~ COMPLETION OF SlIP-L1NNING CONSTRUCTION, lNSTALL ANO CONNECT 8
LF OF 4" HDPE PIPE FROM BE:GININING OF SUF>-UNE TO THE 4" HOPE
CONsmUCTED rN PHASE 1. BACKFlLL AND PAVE ACCESS PH PER DETAiL AS
SHOVtN ON SHEET C4.
@ INSTALL TEMPORARY PUMPING SYSTE:M IN MANHOLE PER DEISGN PARAMETERS
AS SHO'o'rN AT LEFT. SYSTEM MUST BE FULL '( OPERA 1l0NAl PRIOR TO PHASE 3
DEMOLITION 01" EXSITIIG PUMP STATOiN.
The t<:mporary pumping system will he placed in sanilury sewer manhole # 1222
that shallll<:lYc the foll<}\"'ing existing and proposed design int(1rrrl,llioll;
I. Existing 4S-inch existing manhole that has the following intormation:
. Rim Elcv, = 2170.8
. BoHom L L ~2162_18
. 4-inch Force 1\'1 ain discharge I.E. = 21 () 7.8
__ } Phase power \....ill be supplied 10 -;'unhole # l222 H-ith phase I constnLclion.
3. A temporary utility pole lO(;[lted approximately 30-fet't ..way from the
CXI~ljllg manhole 'o'o'ill1 connecting conduit is available r()1;" IlH)unling any
associated conlw!:-; llJr (he pumping _~)":;l('m,
4. The 4-illCh HDPE force main pipe i.~ 660:!: LF ;md disdmrgc3 into the
exisling sanitary sc\.....er manhole at the intcro...x:lion oC \Vimcr Sl. & \\'right
Creek Dr. \"jth an invert elevation of 21 g L.5.:1::.
5. I\vcrage influent tl<)W into the existing manhole is 15gpm,
6. Approximate storage volumc\ I ) in rnanhol.:-s H 1221 & IT 1222 and the
connecting pipe hetween them is as l"allows:
Stage (ft)
1
Volume (gal)
280
470
657
845
* CAUTION *
THE CONTRACTOR IS SPEClF1CALL Y CA-UTIONED THAT THE LOCATION
AND/OR ELEVATION OF EXlSTING UTILITIES AS SHOWN ON THESE PLANS
IS 8ASED ON RECORDS OF THE VARIOUS IjTIlITY COMPANIES, AND
WHERE POS9BLE. MEASUREMENTS TAKEN IN THE FlELD, THE
INFQRJ.lA,TlON IS NOT TO BE RELI'EO 0."1 AS 812:ING EXACT OR
COMPLETE. n-1E Co.'HRf..CTOR MUST CALL THE APPROPRiATE UTILITY
COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION, TO
REQUEST EXACT FrELD LOCA nON ()fC UTIUTIES WHICH CONFUCT "...,TH
THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. (1 -800-332~2344)
NOTE
LOCA TION OF SANITARY SE'o'n::R TIE-IN AND 'NA TER SERVlCE l'lE-lN,
SHALL BE VERIFIED IN THE FIELD.
NOTE
ALL WA TERUNES SHALL HAVE. A MIN~MUM COVER OF 18~
(I) Additional ,,(orage votume ~s available rrull1 Ihe exi!itillg upstream piping
system blll insullicicn! data is nm :.l'iailablc at this time 10 calculate Ihis volume,
I
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SLIP-LINE ACCESS PIT
DRAWlI'<G FlLE: UTlUTY_OWG
FILE No: 38~14-07
511'1 ll+89A, W'RT
8EGIN 4- HDPE SUP
L1t.jNltl'G j!
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ST^ "+811'O'RT
Hardey Engineering &
Associates, Inc.
I-i5A
This document. ond tne ideu$ orld des~gns incorporoted lH.r<3tn. as on
,nsltumer>t of professlonol service. 1s the property of Hardey Engineering
.& AS5ociotes. Inc. ond is not to be used. in whofe or In port. k,r on)'
other purpose without the ",riUsll authorization of Hordey Eng,neer.ng
.& AssociohH', Inc.
CITY OF ASHLAND - ENGINEERING DEPT.
CONSTRUCTION PLANS FOR
GRANDVIEW PUMP STATION
ASHLAND, OREGON
DRA",," BY
CHECKED 8Y LLH
REVIEWED BY CITY ENC!NEER
DATE 11/08
DATE 11/08
DATE
C2
\:'
:l
~~
~I'-I~
1!J?I.Y':~'=fu+J .
I
STAND^RD CURB AND GUTTER
J=:l/y
lF~,;
11
.J f-)
I
~
DROP ClJRB AND GUTTER
AT DRIVEWAY AF'RONS
GENERAL NOTES'
CONCRETE CURB AND GUTTER
PUB Lie W 0 R K S EN G 1 NEE R I N G
ASHLAND-MEDFORD-ROGUE VALLEY SFWER S~RvrCES
TR f,,,.:ell DETr\IL
l!;..:DER P.'\\'ED AREAS
TRENCll DETAIL
OUI SlOE l'AvrD AREAS
STANDARD PIPE TRENCH
PUBLIC WORKS ENGINEERING
Ashland - Medford - Rogue lIaNey Se",,~ S~vf=s
ORAWiNG FILE: UnUTY.DWC
FlLE No: 38-14- 07
Hardey Engineering &
Associates, Inc.
1-ii,5~ . "
This docum"nl. and the ideos ond designs incorporoted hen.in, os on
instrument of professional "e,....ice. is the property of Hardey Engineedng
&: Associates. Inc. (lnd is not to be l.lsed. in whole or in part. fo; ony
otnet" p"',pose witnotJl the ......itten <luth<xizotion of Ho..<1ey Eng:nee..rng
&: Associates. Inc.
CITY OF ASHLAND - ENGINEERING DEPT.
CONSTRUCTION PLANS FOR
GRANOYIEW PUMP STATION
ASHLAND, OREGON
ORM\IN BY
CHECKED 8Y LLH
REVlE'NEV BY CITY B"GINEER
DATE 11/08
DATE 11/08
DATE
C4
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Applicant:
Morgan Wayman / Jim Olson
Ashland Public Warks Department
20 East Main Street
Ashland OR 97520
(541) 488-5347
Owner:
City of Ashland
20 East Main Street
Ashland OR 97520
Application for:
Physical & Environmental Constraints Permit
Project Name:
Orandview Drive Sanitary Sewer Pump Station Replacement
Legal Description:
Public Right-of- Way at Wrights Creek Drive
Zoning Designation:
R-I-I0, Single Family Residential
Project Description:
This is an application for a Staff Permit under the Physical and Environmental Constraints
Ordinance Chapter 18.62. The proposed reconstruction of the Grandview Drive Sanitary Sewer
Pump Station will greatly reduce the probability of a complete pump failure and a resulting
environmental disaster.
The existing Grandview Drive Sanitary Sewer Pump Station was constructed in 1974 using
pumps and motors salvaged from a City of Medford pump station. It is located entirely
underground and is designed and constructed to support truck traffic over the roof of the station.
The station walls are 12" thick reinforced concrete.
The pump station is located within the right of way of Wrights Creek Drive near the intersection
of Grandview Drive. Sewage flows from Grandview Drive, Sunnyview Street, Skycrest Drive,
Sunshine Circle, Benjamin Court, Westwood Street, Orchard Street, Nyla Lane, Placer Run,
Tessa Lane, Oakwood Drive and FelTIWood Drive are collected at the low point of Grandview
Drive and Wrights Creek Drive. The sewage is then pumped up Wrights Creek Drive to Wimer
Street where it again enters a gravity flow sewer system.
The pump station has reached a point where maintenance problems are now a common
occurrence, the electrical equipment is severely outdated and much of the equipment is nearing
obsolescence. Replacement parts are very difficult to obtain. Although sewer pump stations are
G:\pub-\vrks\eng\dept-admin\ENGINEER\PROJECT\2007\07-26 P&E Planning App I 909.doc
designed with a large redundancy factor, the complete failure of this pump station could have
catastrophic environmental results.
The proposed pump station reconstruction would provide the following improved conditions:
1. The collection wet well and discharge line would be improved and downsized to provide
a more rapid pump cycle decreasing the time that sewage remains in the wet well or
discharge pipeline. This will reduce offensive odors in the lines and around the pump
station.
2. Quick replacement components would be used allowing quick and easy repairs. For
instance, the submersible pump could be completely replaced within 15 minutes.
3. The new station would be designed for 100% redundancy with two pumps mounted on
quick change rails within the wet well. Only one pump would operate at a time reserving
the second pump as a back-up. A third pump would be in inventory as an additional
backup.
4. The proposed pump station would be fitted with an electrical socket to enable connection
to one of our existing portable power generators in case of a power outage. An auxiliary
pumping port would also be provided to allow the use of a portable pump should all other
systems fail.
5. The new station would have all electrical components and controls mounted in a compact
enclosure located above ground and adjacent to the station. This eliminates the need for
personnel entry into the confined space of the pump station.
The location of the proposed pump station is within the Wright's Creek riparian zone, but after
extensive research as to the optimal location of a new pump, we found many environmental and
cost savings benefits to keeping the pump station in the same location. The Public Works
Department proposes to simply remove the roof and portions of the walls and place the smaller
new station within the old station. Advantages include:
1. Minimal surface disturbance: By using the existing pump stations shell to contain the
new pump station wet well and valve vault, excavation and asphalt surface removal
would be minimal. The existing discharge force main could also be used by providing a
"slip lining" for the pipe by pushing a new lining into the existing pipeline.
2. Connection to the discharge force main would be simple and would require little extra
excavation.
3. Since the pump station was in place prior to placement of most of the other utility lines,
few if any utility conflicts are anticipated eliminating the need for additional excavation
within the riparian zone.
4. Electrical water and scada connections are already available at the present pump station
site, again, eliminating the need for additional excavation.
5. There would be no physical impact to Wrights Creek as the creek is culverted at this
location where it crosses under Wrights Creek Drive.
6. There is significant cost savings ~vailable by using the existing pump station shell to
house the new station.
G:\pub-\vrks\eng\dept-admin\ENGINEER\PROJECT\2007\07-26 P&E Planning App 1 909,doc
To provide an alternative site for the pump station would create additional problems and
disturbances including:
1. The wet well would necessarily be placed within the Wrights Creek Drive right of way
and would require a large excavation area. The excavation area would encumber most of
the street and would require that a section of the street be closed for several weeks.
2. Since the wet well must be located at the lowest possible point, the excavation would be
approximately 14 feet deep and may require rock excavation by blasting or hydra-
hammer which can be disruptive and noisy.
3. It would be necessary to relocate utility lines to accommodate the excavation for a new
pump station.
The proposed Grandview Drive Sanitary Sewer Pump Station Replacement project meets the
developments standards for Floodplain Con.idor Lands and Riparian Preservation Lands and
demonstrates the following criteria for approval:
18.62.070 Development Standardsfor Flood plain Corridor Lands
A. Standards.for jill in Flood plain Corridor lands:
1. Fill shall be designed as required by the International Building Code and International
Residential Code, where applicable.
All design/construction will meet current acceptable industry and City of Ashland Standards for
civil engineering projects and will be performed by a licensed Professional Engineer. All fill
design will be reflected in the approved final drawings before the project goes out for public bid.
2. The toe of the jill shall be kept at least ten feet outside of jloodway channels, as dejined in
section 15.10, and the jill shall not exceed the angle of repose of the material used for jill.
There will be filling activities taking place within 10 feet of the interpreted edge of the existing
floodway channel. However; the fill activities perfolmed as part of this project will be confined
to a limited volume of the existing pump station vault as well as some required utility trenches.
As such the considerations for the location of the toe of the fill as well as the angle of repose of
the material used for filling purposes does not apply.
3. The amount of jill in the Flood plain Corridor shall be kept to a minimum. Fill and other
material imported from off the lot that could displace jloodwater shall be limited to the
following:
None of the imported fill material used as part of this project will serve to displace any
floodwater in any way which differs from the current site conditions.
a. Poured concrete and other materials necessary to build permitted structures on the lot.
G:\pubMwrks\eng\deptMadmin\ENGINEER\PROJECT\2007\07-26 P&E Planning App 1 909.doc
The project will utilize concrete as part of final improvements in the form of curbing, gutters and
a 4" thick electrical utility mounting pad as well as concrete slun.y fill material to fill any voids
left in the existing pump station vault space after the new pump station has been installed.
b. Aggregate base and paving materials, and fill associated with approved public and private
street and driveway construction.
These materials will be in accordance with current City of Ashland Construction Standards. All
work associated with any street and driveway construction as well as that involving utility
trenching will be inspected by a qualified representative of the Ashland Engineering Services
Department.
c. Plants and other landscaping and agricultural material.
Not applicable.
d. A total of 5 0 cubic yards of other imported fill material.
Based upon the proposed project design, fill in the interpreted floodway is estimated to be less
than 50 cubic yards. The final determination will be made as the project plans reach final
completion.
e. The above limits onfill shall be measuredfrom April 1989, and shall not exceed the above
amounts. These amounts are the maximum cumulative fill that can be imported onto the site,
regardless of the number of permits issued.
No fill has been placed at this location since April of 1989.
4. If additional fill is necessary beyond the permitted amounts in (3) above, then fill materials
must be obtained on the lot.from cutting or excavation only to the extent necessary to create an
elevated site for permitted development. All additional fill material shall be obtained from the
portion of the lot in the Flood plain Corridor.
Not Applicable.
5. Adequate drainage shall be provided for the stability of the fill.
Not Applicable.
6. Fill to raise elevations for a building site shall be located as close to the outside edge of the
Flood plain Corridor as feasible.
G:\pub-wrks\eng\dept-admin\ENGINEER\PROJECT\2007\07-26 P&E Planning App I 909.doc
Not applicable
B. Culverting or bridging of any tvaterway or creek identified on the official maps adopted
pursuant to section 18.62.060 must be designed by an engineer. Stream crossings shall be
designed to the standards of Chapter 15.10, or where no floodway has been identified, to pass a
one hundred (100) year,/lood without any increase in the upstream flood height elevation. The
engineer shall consider in the design the probability that the culvert will be blocked by debris in
a severe flood, and accommodate expected overflow. Fill for culverting and bridging shall be
kept to the minimum necessary to achieve property access, but is exempt from the limitations in
section (A) above. Culverting or bridging of streams identified as Riparian Preservation are
subJ.ect to the requirements o.f 18.62.075.
Not applicable.
C. Non-residential structures shall be flood-proo.! to the standards in Chapter 15.10 to one foot
above the elevation contained in the maps adopted by chapter 15.10, or up to the elevation
contained in the official maps adopted by section 18.62.060, whichever height is greater. Where
no specific elevations exist, then they must be flood-proofed to an elevation of ten feet above the
creek channel on Ashland, Bear or Neil Creek; to five feet above the creek channel on all other
Riparian Preserve creeks defined in section 18.62. 050.B; and three feet above the stream
channel on all other drainage ways identified on the official maps.
The pump station improvements/structures will be flood-proof and meet currently established
public safety standards as established by any governmental agency having jurisdiction over the
project.
D. All residential structures shall be elevated so that the lowest habitable floor shall be raised to
one foot above the elevation contained in the maps adopted in chapter 15.10, or to the elevation
contained in the official maps adopted by section 18.62.060, whichever height is greater. Where
no specific elevations exist, then they must be constructed at an elevation often feet above the
creek channel on Ashland, Bear, or Neil Creek; to five feet above the creek channel on all other
Riparian Preserve creeks defined in section 18.62. 050.B; and three feet above the stream
channel on all other drainage vvays identified on the o.fJicial maps, or one foot above visible
evidence of high flood vvater flow, whichever is greater. The elevation of the finished lowest
habitable floor shall be certified to the city by an engineer or surveyor prior to issuance o.! a
cert(ficate of occupancy for the structure.
Not applicable.
E. To the maximum extent feasible, structures shall be placed on other than Flood plain
Corridor Lands. In the case where development is permitted in the Flood plain corridor area,
then development shall be limited to that area which would have the shallowest flooding.
Not applicable
G:\pub-wrks\eng\dept-adnlin\ENGINEER\PROJECT\2007\07-26 P&E Planning App 1 909.doc
F. Existing lots with buildable land outside the Flood plain Corridor shall locate all residential
structures outside the Corridor land, unless 50% or more of the lot is within the Flood plain
Corridor. For residential uses proposedfor existing lots that have more than 50% afthe lot in
Corridor land, structures may be located on that portion of the Flood plain corridor that is two
feet or less below the flood elevations on the official maps, but in no case closer than 20 feet to
the channel of a Riparian Preservation Creek. Construction shall be subJoect to the requirements
in paragraph D above.
Not applicable.
G. New non-residential uses may be located on that portion of Flood plain Corridor lands that
equal to or above the ,flood elevations on the official maps adopted in section 18.62.060. Second
story construction may be cantilevered or supported by pillars that will have minimal impact on
the flow of floodwaters_over the Flood plain corridor for a distance of 20 feet if it_does not
impact riparian vegetation, and_the clearance from finished grade is at least ten .feet in height,
and have minimal impact on theflovv offloodvvaters. Thefinishedfloor elevation may not be
more than I1vo feet below the flood co.rridor elevations.
Not applicable.
H All lots modified by lot line aqjustments, or new lots created from lots 1tvhich contain Flood
plain Corridor land must contain a building envelope on alllot(s) vvhich contain(s) buildable
area 0.[ a sufficient size to accommodate the uses permitted in the underling zone, unless the
action is for open space or conservation purposes. This section shall apply even if the effect is to
prohibit.further division of lots that are larger than the minimum size permitted in the zoning
ordinance.
Not applicable.
I Basements.
Not applicable.
1. Habitable basements are not permittedfor new or existing structures or additions located
within the Flood plain Corridor.
2. Non-habitable basements, used/or storage, parking, and similar uses are permittedfor
residential structures but must be flood-proofed to the standards of Chapter 15.1 O.
J Storage of petroleum products, pesticides, or other hazardous or toxic chemicals is not
permitted in Flood plain Corridor lands.
Not applicable.
K. Fences constructed within 20 feet of any Riparian Preservation Creek designated by this
chapter shall be limited to wire or electric fence, or similar fence that will not collect debris or
G:\pub-wrks\eng\dept-admin\ENGINEER\PROJECT\2007\07-26 P&E Planning App 1 909.doc
obstruct jlood waters, but not including wire mesh or chain link fencing. Fences shall not be
constructed across any identified riparian drainage or riparian preservation creek. Fences shall
not be constructed within any designated jloodway.
Not applicable.
L. Decks and structures other than buildings, if constructed on Flood plain Corridor Lands and
at or below the levels specified in section 18.62.070. C and D, shall be jlood-proo.(ed to the
standards contained in Chapter 15.1 O.
Not applicable.
M Local streets and utility connections to developments in and aJ.jacent to the Flood plain
Corridor shall be located outside 0.( the Flood plain Corridor, except for crossing the Corridor,
and except in the Bear Creek Flood plain corridor as outlined below:
There will be utility connections made or reconstructed in order to tie into the new pump station
which is located within the interpreted floodway. These are necessary for the pump station to
operate and will be constructed following current City of Ashland Standards.
1. Public street construction may be allowed within the Bear Creek Flood plain corridor as part
of development following the adopted North Mountain Neighborhood Plan. This exception shall
only be permitted for that section of the Bear Creek Flood plain corridor between North
Mountain Avenue and the Nevada Street right-of-way. The new street shall be constructed in the
general location as indicated on the neighborhood plan map, and in the area generally
described as having the shallowest potential for jlooding within the corridor.
Not applicable.
2. Proposed development that is not in accord with the North Mountain Neighborhood Plan shall
not be permitted to utilize this exception.
Not applicable.
18.62.075 Development Standards/or Riparian Preservation lands
A. All development in areas indicated for Riparian Preservation, as defined in section
18.62.050(B), shall comply with the following standards:
1. Development shall be subject to all Development Standards for Flood plain Corridor Lands
(18.62.070)
G:\pub-wrks\eng\dept-admin\ENGINEER\PROJECT\2007\07-26 P&E Planning App I 909.doc
The proposed pump station improvements will comply with all Development Standards for
Flood Plain Corridor Lands by utilizing the existing pump station structure to house the new
pump station. In this way project excavations will be held to a minimum and street grades
and topography will not be altered in any way. (See Exhibit B)
2. Any tree over six inches d. b. h. shall be retained to the greatest extent.feasible.
No trees over 6" DBH will be removed as part of this project
3. Fill and Culverting shall be permitted only for streets, access, or utilities. The crossing shall
be at right angles to the creek channel to the greatest extent possible. Fill shall be kept to a
minimum.
No additional filling or culvert piping will be included in this project
4. The general topography of Riparian Preservation lands shall be retained.
(Ord 2808, Added, 12/02/1997)
The general topography of this Riparian Preservation Land will not be altered in any
significant way by the installation of these pump station improvements.
Exhibit List
Exhibit A
Existing Site Plan and Utility Plan
Exhibit B
Proposed Site Plan
Exhibit C
Composite Plan
Exhibit D
Composite Cross Sections
Exhibit E
Photos
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Contractor:
Address:
Phone:
State Lie No:
City Lic No:
Sub-Contractor:
Address:
Phone:
State Lic No:
City Lic No:
DESCRIPTION: Grandview Pump Station Grandview & Wrights Creek
Replace Pump Station Physical & Environmental Constraint Permit
1""............4--..............4--. 1\ II........................ \^/....... ,___,........ c:.c:."l "lA -1 A. D\^/ l""\...........4--
Occupancy Type
Construction
Units
Rate Amt
Actual Amt Constuetion Description
Total for Valuation:
,:<< }~~(}~i:' ':~i;;
117) ':'));'
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Fee Description
Type I
Amount Fee Description
917,00
Amount
COMMUNITY DEVELOPMENT
20 East Main St.
Ashland, OR 97520
www.ashland.or.us
Tel: 541-488-5305
Fax: 541-488-5311
TTY: 800-735-2900
Inspection Request Line: 541-552-2080
CITY OF
ASHLAND
I hereby certify the contents of this application to be correct to the
best of my knowledge, and furthermore, that I have read,
understood and agreed to the following:
Applicant
Date
Fee Summary Paid Amounts
Building: $ 0.00 $ 0,00
State Surcharge: $ 0,00 $ 0,00
Development Fees: $ 0,00 $ 0,00
Systems Development Charges: $ 0,00 $ 0.00
Utility Connection Fees: $ 0,00 $ 0,00
Public Works Fees: $ 0,00 $ 0,00
Planning Fees: $ 917.00 $ 0,00
Sub-Total: $ 917,00
Fees Paid: $ 0
Total Amount Due: $ 917.00
1, This permit shall remain valid only in accordance with code
or regulation provisions relating to time lapse and revocation
(180 days),
2, Work shall not proceed past approved inspection stage. All
required inspections shall be called for 24 hours in advance,
3. Any modificatioQs in plans or work shall be reported in
advance to the department.
4, Responsibility for complying with all applicable federal, state,
or local laws, ordinances, or regulations rests solely with the
applicant.
COMMUNITY DEVELOPMENT
20 East Main St.
Ashland, OR 97520
www.ashland.or.us
Tel: 541-488-5305
Fax: 541-488-5311
TTY: 800-735-2900
Inspection Request Line: 541-552-2080
CITY OF
ASHLAND
~_..
., I ~ ~ Planning Department
51 Winburn Way, Ashland OR 97520
CITY Of
ASH LAN D 541-488-5305 Fax 541-488-6006
ZONING PERMIT APPLICATION
FILE # fl! ~ ),()C/J~ bOt)? l}
DESCRIPTIONOFPROJECT 61?AA/bVISVV D~2, ?v-f/i1 p S~i~ ~OY1~~t-LCi l~
DESCRIPTION OF PROPERTY
-- I r '
Street Address J -yt -ieV'"':; 4-c 1-1 trv1
,AI/4
C')r
c:; ra vtcJ \/ I &v..J Dr.
Assessor's Map No. 39 1 E
Tax Lot(s)
J Ii '" I .
, Wncq-J;[f-S CJ2EIEJ:::__ bfL
A//4
Zoning
~.~ l
to
Camp Plan Designation
APPLlCANTt .
Name tJ;~t?(1V/ WalfWt:lrl
Address ;Z~ I E. jilt/VI c;.!
< I
Phone 5 '5 2-~ 2- 414- E-Mail wt:U;t4{tf4f H~ pc.dh1{C/'~ ti:;
City ;{d1/~ J O~ Zip 9 '15 2L:>
PROPERTY OWNER .
NameL~Uy or hl-1 kl4d
l
Address Z~ E U{a ~ c:z;J _
Phone
Cft;6--5?41
City
E-Mail
A-skW
Zip q7~z,-O
SURVEYOR, ENGINEER, ARCHITECT. LANDSCAPE ARCHITECT1 OTHER
Title
Name
Phone
EMMail
Address
City
Zip
Title
Name
Phone
E-Mail
Address
City
Zip
I hereby certify that the statements and information contained in this application, including the enclosed drawings and the required findings of fact, are in all respects,
true and correct. I understand that all property pins must be shown on the drawings and visible upon the site inspection. In the event the pins are not shown or their
location found to be incorrect, the owner assumes full responsibility. I further understand that if this request is subsequently contested, the burden will be on me to
establish:
1) that I produced sufficient factual evidence at the hearing to support this request;
2) that the findings of fact furnished justifies the granting of the request;
3) that the findings of fact furnished by me are adequate; and further
4) that all structures or improvements are properly located on the ground.
Failure in this regard will result most Ifke1f7n not only the request being set aside, but also possibly in my structures being built in reliance thereon being required to
be r~o~/ t. m~ e/.xpense, If '. ht'1 any dO.U~S, , am advised to seek competent professional adviJe and a;sistance.
~~{;r(/::;r::f2tA / .. VtZ/ H/fvl/P~> II'g (09
Ap9Hcan ~ Signature ?,./ Date
/
(,~,~;l;.;~~.ro~th~ perty involved in,~st, : ::v: read and understood the cO~Plet.e app~~::~n and its consequences to me as a property
/??; /. ~.er?1~ Ii ;;/J / /! /
_,'./" p>/ /;~/t' ^ .-"^""'" ",.r ,=v' I /~~ /" ~v' /
Prop/rtY Owner's Sit ature (required)~' Date ~ ^" /4
r
fT 0 be completed by City StatfJ
Date Received I -I ~ - 0 1
Zoning Permit Type
f
tf ...]./
Filing Fee $ . q I t t
OVER ..
(; \rnmm.rtf'v\nl:l nni n "I, F nrn,,, Il.. H" nrt", ",,\ 7''Ini nu ppf"mit .\ nnl ir ~ tinn F nrm r1n.r
CITY OF
ASHLAND
October 30, 2008
RE: Grandview Drive Sewer Pump Station Neighborhood Meeting
Dear Sir or Madam,
The City of Ashland Public Works Department has begun design activities to replace the
outdated sanitary sewer pump station located at the intersection of Grandview Drive
and Wrights Creek Drive. The project will also involve relining the existing 6" sanitary
sewer force main located within Wrights Creek Drive between Grandview Drive and
Wimer Street.
The purpose of the project is to:
· Replace the outdated pump station which was constructed with used
equipment in the 1970's and bring it to today's safety and environmental
standards.
· Eliminate unpleasant odors emanating from the current pump station/force
main configuration.
In the interest of providing general project information and obtaining input from all
potentially affected property owners, the Engineering Department has scheduled a
neighborhood meeting on Wednesday, November 12, 2008 beginning promptly at 6:30
PM. The meeting will be held in the Community Development and Engineering Services
Building located at 51 Winburn Way (across from the entrance to Lithia Park).
In the meantime, please feel free to contact me with any questions or concerns you
might have. I may be reached at (541) 552-2414, Monday through Friday, 8:00 AM to
4:00 PM.
Respectfully, ~ /
.~ crt~~ ft~d~~---
M rgan ~yman, Project Manager
City of Ashland Public Works Department
cc: Jim Olson
Amy Anderson
Mike Faught
Engineering
20 E, Main Street
Ashland, Oregon 97520
\NWW,ashland ,or. us
Tel: 541/488-5347
Fax: 541-/488-6006
TTY: 800/735-2900
,~,
G:\pub-wrks\eng\dept-admin\ENGINEER\PROJEC1\2007\07..26 Grandview Neighbor Mtg 11 12 08,doc
To: Morgan Wayman, Engineering
From: Donn Todt, Parks Horticulturist
Re: Trees at the corner of Grandview and Wright's Creek
SEP b j
Field
11
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The trees at the comer of Grandview and Wright's Creek, adjacent to the pump
station, are Scotch Pines. They are less than 12 inches in diameter and though they look
unthrifty within the lower street -side canopies, the upper canopies of the live trees are
healthy. (One stem is dead) The trees are parasitized by Sequoia pitch moth but this is
usually more unsightly than a cause for mortality.
The most important function of the trees, besides the standard environmental
functions, is that they provide privacy screening for the adjacent property owners. The
owners are quite attached to this privacy and consequently to the trees.
I recommend street-side pruning, using commonly accepted standards, to
accommodate necessary work. After the pump vault has been removed, the trees should
be evaluated for root damage and stability. If it is possible to preserve the trees, I would
do so.
&st,
[J COUn