HomeMy WebLinkAboutWayne Claassen Engineering and Surveying, Inc-3/17/2014CITY OF WATERLOO
Council Communication
City Council Meeting: March 17, 2014
Prepared: March 12, 2014
Dept. Head Signature: Eric Thorson, PE., City Engineer
# of Attachments:
SUBJECT: CONSTRUCTION PLANS FOR SANITARY SEWER SERVING
RIDGEWAY DEVELOPMENT
and
SEWAGE TREATMENT AGREEMENT DNR FORM 29 (Nov 00)
for the DEPARTMENT OF NATURAL RESOURCES
Submitted by: Dennis Gentz, P.E., Assistant City Engineer
Recommended City Council Action:
These plans have been reviewed by this office and are recommended for approval by the City
Council.
It is also recommended that the Mayor be authorized to sign the attached Treatment Agreement
DNR Form 29 (Nov 00) with the Department of Natural Resources, and that the final acceptance
of the attached construction plans be subject to the review and acceptance by the DNR.
Summary Statement
Transmitted herewith are the sanitary sewer construction plans serving RIDGEWAY
DEVELOPMENT, Waterloo, Iowa, as submitted by Wayne Claassen Engineering & Surveying,
Inc., of Waterloo, Iowa.
Expenditure Required N/A
Source of Funds N/A
Policy Issue N/A
Alternative None
Background Information:
IOWA DEPARTMENT OF NATURAL RESOURCES
Wastewater Disposal System Construction Permit
Application Fee Form
CASHIER'S USE ONLY
0945-542-N PDE -CP -0570
32-3202
Owner
Owner Name: BCS Properties, LLC
Address: 812 Washington St.
City, State, Zip: Waterloo, IA 50702
Project Identification: Ridgeway Devlopment, Waterloo, IA
$100 Fee enclosed
Please sign and return this form with a check or money order payable to "Iowa Department of Natural Resources".
Place it and the check or money order on top of other Construction Permit Application documents.
Effective beginning July 1, 2006, Applications for Construction Permits for wastewater disposal systems required by
Iowa Code 4556.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by
Iowa Code 4556.197 and Iowa Administrative Code 567 IAC 64.16(3)"c".
The fee is $100 for each application, regardless of project size and project type including sanitary sewers, pump
stations, treatment units or a combination thereof. The fee shall be submitted with the certified engineering documents
necessary to apply for a construction permit (plans, specifications and related application schedules A, F, and G as well
as the appropriate schedules indentified on page 2 of Schedule A). The construction permitting process is initiated as
planning for construction begins. Planning coordination and submittal of preliminary engineering reports or facility
plans precedes submittal of technical documents necessary to constitute a construction permit application. The
application fee is not necessary when submitting a planning document but must accompany construction permit
application documents. A fee should accompany each permit application received on or after July 1, 2006.
Failure to submit a fee with the application may delay the processing of a construction permit. If you have any questions
regarding the application fee, please contact Donna Gomm at 515-281-8502 or Donna.Gomm@dnr.iowa.gov
Signature of Owner or Representative:
Printed Name:
Telephone or email contact:
Mail to:
Iowa Department of Natural Resources
Wastewater Engineering Section
502 East 9th Street
Des Moines, IA 50319-0034
06/2011 cmz
DNR Form 542-1245
Iowa Department of Natural Resources
Wastewater Section
Construction Permit Application
SEWAGE TREA
INSTRUCTIONS
This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e., a
private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the
permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project.
This agreement is not necessary when a contract for sewage treatment already exists; i.e., service contracts between municipalities.
However, the Department of Natural Resources must be informed in writing that the contractual agreement does exist.
APPLICANT
ENGINEER
OWNER
BCS Properties, LLC
FIRM
Wayne Claassen Engineering and Surveying, Inc
ADDRESS
812 Washington St., Waterloo, IA 50702
ADDRESS
PO Box 898, Waterloo, IA 50704
REPRESENTATIVE
George Cooley
TELEPHONE
319-291-7321
PROJECT OFFICER
William J. Claassen, PE
TELEPHONE
319-235-6294
PROJECT IDENTIFICATION
Ridgeway Development, Waterloo, IA
OWNER AND SYSTEM RECEIVING WASTES
City of Waterloo, IA
CER 11FICATE
I am the authorized representative of the owner identified above and state that the proposed sanitary sewerage facilities shall be
constructed in accordance with the plans and specifications and all wastes contributed by this project shall be discharged to the
treatment system identified above.
/
SIGNAT ri
TITLE
6 frve,e✓
SEWAGE TREATMENT
above and state that the connection
the owner accepts responsibility for
the provisions of Chapter 455B, Code
be construed in any way to affect any local
DATE
�s .7
of the proposed sanitary
providing adequate
of Iowa, and the rules
ordinances, sewer
_
AGREEMENT TO PROVIDE
I : s the uthorized representative of the owner of the system identified
sewerage facilities identified above is approved by the owner, and that
treatment of all wastes contributed by this project, in accordance with
of the Dep. ,nt of Natural Resources. Ti's agreement shall not
service agrents, or fee syst en,, ",/ i to been the parties.
SIG 2TURE
TYPED OR PRINTED NAME
Ev' & fSi- a- • (L.. le•le-L.,
TITLE
,A1,C � ,—*
PHONE NUMBER
31c1 -291 — 6
DATE
i C - 9 (i
Orm L`J (NOv
542-3219
Exhibit 11A
Iowa Department of Natural Resources Wastewater Engineering Section
Construction Permit Application
SCHEDULE A, General Information
APPLICANT
ENGINEER
OWNER E-MAIL ADDRESS
BCS Properties, LLC
FIRM E-MAIL ADDRESS
Wayne Claassen Engineering and Surveying, Inc
ADDRESS
812 Washington St., Waterloo, IA 50702
ADDRESS
PO Box 898, Waterloo, IA 5070
REPRESENTATIVE TELEPHONE
George Cooley 319-
291-7321
PROJECT OFFICER TELEPHONE
William J. Claassen, PE 319-235-6294
PROJECT IDENTIFICATION
Ridgeway Development, Waterloo, IA
ESTIMATED START DATE *
10.01-13
ESTIMATED COMPLETION DATE
10-01-14
1. Has an engineering
If Yes=>
2. Does the
loadings,
facilities plan?
If No=>
3. Are there
For a
Standard
three
4. Are approved
If Yes=>
5. Does each
"professional
If No=> Processing
specifications
6. Is this a joint
If Yes=> A
Water
7. Is the applicant
If No=> A
accompany
8. Is a new
If Yes=> A
9. Is any waterline
within 400
If Yes=> Identify
10. Will construction
If No=>
11. Will this
PLEASE RESPOND TO ALL QUESTIONS
report, facilities plan or other information previously been submitted for this project?
YES NO
❑ X
N , A,
❑ ❑
X ❑
X ❑
X ❑
❑ X
❑ X
❑ X
❑ X
X ❑
❑ X
PROJECT IDENTITY
DATE SUBMITTED
project and construction permit application, as submitted, follow the recommendations, design
construction schedule, permit limits, and conclusions of the approved engineering report or
Provide the design basis and technical information justifying all changes.
three complete sets of plans and specifications accompanying this application?
minor gravity sewer extension within the meaning of 455B.183.3 Code of Iowa and Design
11.1, two complete sets will be adequate for expeditious approval. For more complex projects,
sets of plans and specifications may be requested.
standard specifications a part of this application?
APPROVED STANDARD SPECIFICATIONS OF
(municipality or firm)
Waterloo-SUDAS
DATE APPROVED
set of plans and specifications or engineering report accompanying this application contain a
engineering seal" executed in conformance with 542B.16, Code of Iowa?
will be delayed pending receipt of applicable design schedules and certified plans,
or engineering report.
wastewater and water supply project?
construction permit application for the water supply project should be submitted separately to the
Supply Section. A water supply permit fee may be required.
to provide treatment of effluent resulting from this construction?
Sewage Treatment Agreement (DNR Form 29) executed by the authority providing treatment must
this application.
or amended operation permit necessary to use the facilities described in this application?
new or amended permit to operate may be requested prior to the receipt of a construction permit.
located within 10 feet; or any private or public well, lake, or public recreation area located
feet of the proposed construction?
and locate the facility(s) relative to the proposed construction.
inspection be conducted by a licensed engineer employed by the applicant?
NAME OF ENGINEERING FIRM CONDUCTING INSPECTION
Wayne Claassen Engineering and Surveying, Inc
project utilize CWSRF loan funds?
CERTIFICATION
APPLICANT
I certify that I am the authorized representative of the owner and
state that the project identified above is approved by the owner.
7
�
ENGINEER
I certify that all aspects of design included in this application
conform to applicable standards contained in Chapter 567 IAC
64, or that an explanation and justification for any proposed
variations from such standards is attached. I am familiar with the
information contained in this application, and to the best of my
knowledge, such information is complete and accurate.
S c / ` DATE
_
SIGNATURE DATE
* Est' ated Construction Start Date: Complete applications must be sub ted at least 120 days in advance of the date for
starting construction in accordance with Rules 567 IAC 60.4 and 64.2
0
.1
PLEASE COMPLETE THE SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OF THIS FORM
DNR form 28A (Sept 2010) 542-3129
Construction Permit Application
SCHEDULE A, General Information, page 2
SCHEDULE
B
DOCUMENT CHECKLIST
Identify all categories included in this project. Also, identify schedules attached to this application.
TITLE
Collection system
C Lateral Sewer Extension
D Trunk & Interceptor Sewer
E Wastewater Pump Station
F Treatment Project Site Selection
G Treatment Project Design Data
H1 Schematic Flow Diagram
H2 Treatment Process Loading and
Removal Efficiency
H3 Mechanical Plant Reliability
I Screening, Grit Removal and Flow
Measurement
J Septic Tank System
Kl Controlled Discharge Pond
K2 Aerated Pond
K3 Anaerobic Lagoon
L Setting Tanks
M Fixed Film Reactor — Stationary Media
N Rotating Biological Contactor
O Aeration Tanks or Basins
P Gas Chlorination
Q Sludge Digestion and Holding
Rl Sludge Dewatering and Disposal
R2(A & B) Low Rate Land Application of Sludge
R3 Land Application of Sewage Sludge
(To be developed)
S Land Application of Wastewater
(To be developed)
Sewage Treatment Agreement
INCLUDED IN SUBMITTAL
ATTACHED PROJECT DATE
X ❑
❑ 9
9 9
9 9
9 9
9 9
O 0
O 0
O 0
❑ 0
O 0
O 0
O 0
❑ 0
O ❑
O 0
O ❑
O 0
Identify any categories included in this project which are not provided in the above list of schedules.
DNR form 28A (Sept 2010)
542-3129
Iowa Department of Natural Resources
Wastewater Section
Construction Permit Application
SCHEDULE B, Collection system
DATE PREPARED
09-13-13
DATE REVISED
PROJECT IDENTITY
Ridgeway Development, Waterloo, IA
DNR USE
PROJECT NO.
PERMIT NO.
1. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from entering the
system. If no portion is subject to flooding, state none.
Segment
NONE
Flooding Protection
NA
*2. Indicate hydraulic capacity of: 1) the nearest downstream main or interceptor, 2) the nearest downstream lift station, and
3) all downstream segments where flow restriction may occur. Indicate the source and accuracy of numerical data.
S F 1,4 ..,a S
Segment Segment Segment
Location
Design capacity, MGD
Peak Hourly Dry weather Flow
MGD (actual)
Peak Hourly Wet Weather Flow
MGD (actual)
10" at tie-in
@ 0.4%
21" Sergeant Rd
@Homepark
24.53
0.89
3.23
48,000 peak day
0.01
0.76
0.01
2.92
*3. Identify treatment facility, the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data.
Facility name and number Waterloo WPFC
079001 Fee( ac'fZ(v o
Facility Loading
Design
Average Wet Weather (actual)
Peak Hourly Wet Weather (actual)
MGD #BODS/day
34.8
88000
24.53
31,500 avg day
60+
48,000 peak day
Provide projected design loading increase, which will be added to this facility as a result of this project.
Design Loading
Initial
Design Year ( / y- )
Residential service area Acres Acres
Population 0 Persons 0 Persons
Flow (100 GPCD) 0 GPD 0 GPD
BOD5 (0.17 #/d/cap) 0 #/day 0 #/day
Industrial service area 0 Acres 0 Acres
Rated flow 0 GPD 0 GPD
BOD5 0 #/day 0 #/day
Other Commercial -retail 2 Acres 2 Acres
Rated Flow 3,000 GPD 3,000 GPD
BOD5 5.1 #/day 5.1 #/day
Total BOD5 5.1 #/day 5.1 #/day
Total Flow 3,000 GPD 3,000 GPD
Peak Hourly Flow 13,000 GPD 13,000 GPD
Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded.
DNR form 28B (Nov 00)
542-3095
Iowa Department of Natural Resources
Wastewater Section
Construction Permit Application
SCHEDULE C, Lateral Sewer Extension
DATE PREPARED
9-13-13
DATE REVISED
02-12-14
PROJECT IDENTITY
Ridgeway Development, Waterloo, IA
DNR USE
PROJECT NO.
PERMIT NO.
1. Design Basis Initial Design Year (2014 )
Residential service area
Population
Flow (100 GPCD)
BOD5 (0.17 #/d/cap)
Industrial service area
Rated Flow
BOD5
Other commercial -retail 2
Rated Flow
BOD5
Total BOD5
Total Flow
Peak Hourly Flow
2. Pipe
Diameter
Material
Joint
Minimum Slope
3,000
5.1
5.1
3,000
13,000
8 Inch
Truss
Rubber
0.4
Maximum Manhole Space 400
Total Sewer Length
Maximum Cover
Minimum Cover
962
11.5
3
ft.
ft..
ft.
ft.
Acres
Persons
GPD
#/day
Acres
GPD
#/day
Acres
GPD
#/day
#/day
GPD
GPD
10 Inch
2
3,000
5.1
5.1
3,000
13,000
%
ft.
ft.
ft.
ft.
12 Inch
Acres
Persons
GPD
#/day
Acres
GPD
#/day
Acres
GPD
#/day
#/day
GPD
GPD
%
ft.
ft.
ft.
ft.
3. Construction specifications (indicate ASTM No. or other standard included in the specifications). A brief description is required
in each part.
A. Bedding class 1A
B. Pipe laying ASTM D3034
C. Compaction 95% std proctor
D. Manhole ASTM C476, C433
E. Specified maximum Infiltration/exfiltration rate 200
F. Infiltration/exfiltration test procedures low pressure air
GPDPMPI
G. Alignment & grade test procedures
(1) During construction: Stake & batter board
(2) After construction: Lamping
H. Deflection test procedures mandrel
Laser yes
Other internal tv
4. Are detailed manhole drawings included: Yes
Typical frame and cover assembly R-1643
Are manhole covers nonvented: Yes
Manhole diameter 48
® No ❑
No ❑
in.
Manhole opening diameter 24
in. Material
5. Minimum sewer & water main separation: Horizontal 10
Are specifications included? na
C.I.
ft. Vertical 18
in.
6. Stream, road, or railroad crossing protection na
Are specifications included? na
DNR form 28C (Nov 00)
542-3096