AGENDA
ITEM
23 AGENDA STAFF REPORT
CALEXICO
DATE: April 20, 2023
TO: Mayor and City Council
APPROVED BY:
REVIEWED BY: Sandra L. Fonseca, City Manager SA
PREPARED BY: Liliana Falomi, Public Works Manager - Administrative elu SUBJECT: Adopt a Resolution of the City Council of the City of Calexico Authorizing the City Manager or Her Designee to Endorse Consent Agreement - Contract No. 21-07-34-12063 -
Authorization to Construct, Install, Own, Use, Operate and a New Sewer Collection and Water Distribution System Across Bureau of Reclamation's Rights-of-Way for the All-American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California.
22=S======:
Recommendation:
Adopt a Resolution of the City Council of the City of Calexico Authorizing the City Manager or Her Designee to Endorse Consent Agreement - Contract No. 21-07-34-12063 - Authorization to Construct, Install, Own, Use, Operate and a New Sewer Collection and Water Distribution System Across Bureau of Reclamation's Rights-of-Way for the All- American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California.
Background:
Lee & Ro, Inc. is currently finalizing the plans for the City of Calexico Sewer Lift Station No. 9 and 11, Sewer Collection and Water Distribution System Improvement Project. The project will include sewer bypass pumping, rehabilitating sewer manholes, if necessary, installation of new manholes, replacement of existing 8-inch force main pipelines, and installing and connecting each existing sewer service laterals along the new pipeline alignment. The project design will also include the lift station upgrades, replacement of the 12-inch diameter Asbestos Cement (AC) water AGENDA pipeline running north/southerly from State Hwy 98 north along Ollie ITEM Avenue, then east westerly along Vernado Drive (10" diameter existing).
The project will include connecting each existing water service along the pipeline routes, fire hydrants, valves and connections to existing buried water pipelines.
Discussion & Analysis:
The City of Calexico Public Works Department submitted an Encroachment Permit Application to the United States Department of the Interior, Bureau of Reclamation to construct, install, own, use and maintain approximately 5,600 linear feet of gravity sewer main, 1,400 linear feet of sewer force main and 3, 100 linear feet of water main within the All-American Canal System which is within the Bureau of Reclamation right-of-way. The Bureau of Reclamation has agreed to authorize the City to encroach into their right-of- way via the attached Consent Agreement - Contract No. L21-07-.4-L2063 (Attachment #2). City staff is recommending that the City Council of the City of Calexico authorize the City Manager or Her Designee to Endorse Consent Agreement - Contract No. 21-07-34- 12063 - Authorization to Construct, Install, Own, Use, Operate and a New Sewer Collection and Water Distribution System Across Bureau of Reclamation's Rights-of-Way for the All-American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California.
Fiscal Impact:
No fiscal impact at this time.
Coordinated With:
City Manager's Office.
Finance Department.
Public Works Department.
Attachment(s):
Resolution No. 2023- of the City Council of the City of Calexico Authorizing the City Manager or Her Designee to Endorse Consent Agreement - Contract No. 21-07-34-12063 - Authorization to Construct, Install, Own, Use, Operate and a New Sewer Collection and Water Distribution System Across Bureau of Reclamation's Rights-of-Way for the All-American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California.
Consent Agreement between United States Department of the Interior, Bureau of Reclamation and City of Calexico.
ATTACHMENT #1
RESOLUTION NO. 2023-_
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CALEXICO AUTHORIZING THE CITY MANAGER OR HER DESIGNEL TO ENDORSE CONSENT AGREEMENT — CONTRACT NO. 21-07-34-12063 - AUTHORIZATION TO CONSTRUCT, INSTALL, OWN,
USE, OPERATE AND A NEW SEWER COLLECTION AND WATER DISTRIBUTION
SYSTEM ACROSS BUREAU OF RECLAMATION'S RIGHTS-OF-WAY FOR THE ALL-
AMERICAN CANAL - BOULDER CANYON PROJECT, ALL-AMERICAN CANAL SYSTEM, IMPERIAL DIVISION, CALIFORNIA.
WHEREAS, the City of Calexico ("Consentee") intends to construct, install, own, usc and operate a new sewer collection and water distribution system across Bureau of Reclamation's Rights-of-Way for the All-American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California; and
WIIEREAS, the United States Department of the Interior, Bureau of Reclamation owns the rights-of-way that the City must utilize in order to construction the sewer collection and water distribution system; and
WHEREAS, the City of Calexico wishes to delgate authorization to execute the Consent Agreement - Contract No. 21-07-34-L2063 to the City Manager or her designee in order to construct, install, own, use and operate a new sewer collection and water distribution system across Bureau of Reclamation's Rights-of-Way for the All-American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CALEXICO DOES HEREBY RESOLVE, DECLARE, AND DETERMINE AND ORDER AS FOLLOWS:
1. The City Manager or her designee is authorized to endorse Consent Agreement - Consent No. 21-07-34-L2063 - Authorization to Construct, Install, Own, Use, Operate and a New Sewer Collection and Water Distribution System Across Bureau of Reclamation's Rights-of-Way for the All-American Canal - Boulder Canyon Project, All-American Canal System, Imperial Division, California.
PASSED, APPROVED AND ADOPTED this 19'h day of April, 2023.
Raul Ureña, Mayor
Attest:
Gabriela T. Garcia, City Clerk
Resolution No. 2023-
Approved as to Form:
Carlos Campos, City Attorney
State of California)
County of Imperial) ss.
City of Calexico )
I, Gabriela T. Garcia, City Clerk of the City of Calexico do hereby certify the above Resolution No. 2023- was approved at a regular City Council meeting held on the 19* day of April, 2023, by the following vote to-wit:
AYES:
NOES:
ABSTAIN:
Gabriela T. Garcia, City Clerk
ATTACHMENT #2
1 ORIGINAL
1 Contract No. 21-07-34-L2063
2 3
4 5
UNITED STATES
7 DEPARTMENT OF THE INTERIOR
8 BUREAU OF RECLAMATION
9 INTERIOR REGION 8: LOWER COLORADO BASIN
10 YUMA AREA OFFICE
11 YUMA, ARIZONA
.12
13 BOULDER CANYON PROJECT,
'14 ALL-AMERICAN CANAL SYSTEM,
15 IMPERIAL DIVISION, CALIFORNIA
16 17 1. THIS CONSENT AGREEMENT, (Consent), is made this _ day of _ 2022, 18 pursuant to provisions of the Reclamation Act of June 17, 1902 (32 Stat. 388); the Reclamation 19 Project Act of August 4, 1939 (53 Stat. 1187), as amended August 18, 1950 (64 Stat. 463); and 20 acts amendatory thereof or supplementary thereto; and the provisions of 43 CFR § 429, between 21 the United States of America, acting through the Bureau of Reclamation, hereinafter referred to 22 as "Reclamation," represented by the officer executing this Consent, hereinafter referred to as the 23 "Area Manager," and City of Calexico, hereinafter referred to as the "Consentee," with 24 concurrence of the Imperial Irrigation District, hereafter referred to as the "District." 25 26 WITNESSETH:
27 28 2. WHEREAS, Reclamation, under the authority of the Act of August 30, 1890, entitled 29 Rights of Way Reserved to United States for Canals and Ditches (26 Stat. 391), holds a reserved 30 Federal right-of-way for the certain canals; and
31 32 3. WHEREAS, pursuant to the authority delegated by the Boulder Canyon Project Act of 33 December 21, 1928 (45 Stat. 1057), hereinafter referred as "Act," Reclamation acquired certair 34 lands and reserved rights-of-way, hereinafter referred to collectively as Reclamation Land; and 35 36 4. WHEREAS, under the authority of said Act, Reclamation constructed the All-American 37 Canal hereinafter referred to as the Canal, necessary features of the Boulder Canyon Project, 38 All-American Canal System, Imperial Division, California; and 39 40 5. WHEREAS, the Canal and its associated appurtenances, are operated and maintained by the 41 District pursuant to its contract with the United States; and 42 43
Contract No. 21-07-34-L2063
2 44 6. WHEREAS, by application dated October 13, 2020, the Consentee requested the use of 45 Reclamation's rights-of-way to perform improvements to an existing sewer collection and water 46 distribution system previously authorized under License No. 7-07-34-L1007 within the 47 Consentee's municipality; and
48 49 7. WHEREAS, the granting of such authorization by Reclamation and the exercise of such 50 right-of-use by the Consentee under the terms and conditions herein provided shall be 51 compatible with the purposes for which Reclamation's Canal rights-of-way are administered by 52 Reclamation on behalf of the United States.
53 54 8. NOW THEREFORE, in consideration of the mutual agreements and covenants contained 55 herein, Reclamation, on behalf of the United States, by this Consent, hereby grants to the 56 Consentee, except as otherwise provided herein, the following described authorization for said 57 existing sewer collection and water distribution system which will consist of the construction, 58 installation, ownership, use, operation and maintenance of approximately 5,600 linear feet of 59 gravity sewer main, 1,400 linear feet of sewer force main, and 3,100 linear feet of water main, 60 hereinafter referred to as "Improvements," to wit:
61 62 9. DESCRIPTION OF PREMISES
63 64 San Bernardino Meridian, Imperial County, California 65 66 Township 17 South, Range 14 East,
67 SENE¼, NE4SE¼ section 1:1, portions of.
68 69 Said Improvements are located within, on, over, under and/or across Reclamation Land and 70 Canal as described in Exhibit A: "City of Calexico Lift Station No. 9 & 11, Sewer and Water 71 Improvements," Exhibit B: "City of Calexico Pipe Support of Sewer Line on Exist Bridge," 72 Exhibit C: "City of Calexico Sewage Spill Prevention, Countermeasure & Response Plan," all 73 attached hereto and by this reference made a part hereof. 74 75 a. By accepting and signing this Consent, and by using the Premises described herein, 76 the Consentee agrees to comply with and be bound by the terms and conditions described or 77 referenced herein during all use, construction, installation, operation, maintenance, termination 78 and relocation (if required and as hereinafter provided) activities of the Improvements. 79 80 10. OWNERSHIP OF IMPROVEMENTS: The Consentee shall at all times and at its sole 81 expense, without any expense and/or liability whatsoever to the United States, Reclamation 82 and/or the District, construct, install, own, operate, maintain, and make necessary repairs to or 83 replacements of the Improvements in a manner so as not to interfere with the proper use and 84 operation of or cause injury or damage to any property or waters of the United States, property of 85 Contract No. 21-07-34-L2063
3 86 the District, and/or any facilities or project works of Reclamation and/or the District. The 87 Consentee shall reimburse Reclamation and/or the District for all injury or damage to said 88 property, waters, facilities, and/or project works arising out of the utilization of the rights granted 89 pursuant to this Consent which is caused by the Consentee; and the Consentee shall promptly 90 pay any invoice rendered therefore by Reclamation and/or the District. 91 92 11. TERM: This Consent, unless terminated sooner as provided by Article 12 herein, shall 93 terminate twenty-five (25) years from the date hereof. This Consent may, upon written 94 agreement of the parties, be extended for an additional twenty-five (25) year term. Any request 95 for extension shall be filed by the Consentee, in writing, with the Area Manager not less than one 96 hundred and eighty (180) days prior to termination of this Consent. 97 98 12. TERMINATION: This Consent shall terminate, and all rights granted to the Consentee 99 hereunder Shall cease, and Consentee will quietly deliver to Reclamation possession of the 100 Premises in like condition as when taken, reasonable wear and tear excepted:
101
102 (a) At the expiration of the term as provided by Article 11 or 103
104 (b) For nonuse of the Premises by Consentee for a period of two (2) years following the 105 execution of this Consent, at the option of Reclamation; or 106
107 (c) After failure of Consentee to observe any of the conditions of this Consent, to include 108 payment of any and all sums due to Reclamation herein, and on the tenth (10'*) day following 109 service of written notice on the Consentee of termination because of failure to observe such 110 conditions. Any notice required by this Article shall be served by certified mail addressed to the 111 respective post office addresses provided in Article 24, and the mailing of any such notice 112 properly enclosed, addressed, stamped, and certified, shall be considered service. 113
114 (d) Reclamation may, at any time and at no cost or liability to the United States, 115 terminate this Consent in the event of a natural disaster, a national emergency, a need arising 116 from security requirements, or an immediate and overriding threat to public health and safety. 117
118 (e) Reclamation may, at any time and at no cost or liability to the United States, 119 terminate any use authorization for activities other than existing authorized private exclusive 120 recreational or residential use as defined under 43 CFR $ 429.32 if Reclamation determines that 121 any of the following apply:
122
123 (1) The use has become incompatible with authorized project purposes, project 124 operations, safety, and security;
125
126 (2) A higher public use is identified through a public process described 127 at 43 CFR § 429.32(a)(1) (2016); or
128
129 (3) Termination is necessary for operational needs of the project.
Contract No. 21-07-34-L2063
4 130
131 (f). Reclamation may, at any time and at no cost or liability to the United States, 132 terminate this Consent if Reclamation determines that the Consentee has used this Consent for 133 any purpose other than its intended purpose.
134
135 (g) Reclamation may, at any time and at no cost or liability to the United States, 136
137
138
139 any use authorization, or to obtain any required permits or authorizations. 140
141 (h) Upon the expiration, termination, or revocation of this Consent, if all use fees and 142 damage claims due Reclamation have been paid, the Consentee may be required, at the option of 143 Reclamation, to remove any or all of its Improvements placed upon the Premises and shall 144 restore the Premises to a condition satisfactory to the Area Manager. Should the Consentee fail 145 to remove the Improvements within sixty (60) days of expiration, termination, or revocation of 146 this Consent, the Area Manager may, on behalf of Reclamation, deny and prohibit any or all 147 access to the Improvements and Premises. At the option of Reclamation, any remaining 148 Improvements may become property of the United States or be removed at the expense of the 149 Consentec. The Consentee shall promptly pay all expenses incurred by Reclamation for removal 150 and restoration upon its receipt of an invoice for same. 151
152 (i) Should this Consent be terminated, Reclamation, reserves the right to bar the 153 Consentee from authorization to use Reclamation lands for a period of time, as determined by the 154 Area Manager
155
156 13. TERMINATION OF CONSENT BY THE CONSENTEE: This Consent may be 157 terminated at any time by the Consentee upon sixty (60) days written notice to Reclamation. 158 Should the Consentee exercise its option to terminate this Consent, all rights granted the 159 Consentee hereunder shall cease, and the Consentee shall quietly deliver to Reclamation 160 possession of the Premises in like condition as when taken, reasonable wear and tear excepted. 161 14. ADMINISTRATIVE COSTS AND USE FEES: In accordance with regulations found at 162 43 CFR § 429.26 (a)(3), consideration for this License shall be waived. 163
164 15. EXCEPTIONS AND RESERVATIONS:
165
166 (a) Reclamation and the District reserve the right of their officers, employees, and agents 167 to at all times have unrestricted access and ingress to, passage over, and egress from all of the 168 Premises to make investigations of all kinds, dig test pits and drill test holes, to survey for, 169 operate, and maintain existing Reclamation works and facilities, and to construct reclamation and 170
Contract No. 21-07-34-L2063
5 171 irrigation works and other structures incident to Reclamation project needs and purposes. 172 Reclamation and the District shall have no obligation to restore the Consentee's, Improvements 173 if Reclamation and the District exercise their rights reserved herein. All costs, expenses, 174 obligations, and duties, to restore any part of the Consentee's, Improvements shall be incurred by 175 the Consentee.
176
177 The rights granted hereunder shall not be exclusive in character and Reclamation and 178 the District reserve to themselves, their successors and assigns, the right against the Consentee to 179 use any or all of the Premises, which is or may be crossed, or upon which irrigation and drainage 180 facilities and works of Reclamation and the District have been constructed, and to construct, 181 reconstruct, operate, and maintain therein and thereon works including, but not limited to, dams, 182 dikes, canals, waste ways, laterals, ditches, telephone and telegraph lines, electric transmission 183 lines, roadways, and appurtenant irrigation and drainage structures which may be needed or 184 useful in connection with or as part of canals, laterals, and other irrigation and drainage facilities 185 without any payment by Reclamation or the District, its successors and assigns, for the exercise 186 of such right. The Consentee, agrees that if the construction, reconstruction, installation, 187 operation, or maintenance of any or all of such works of Reclamation, on or across the Premises, 188 should be made more expensive by reason of the existence of the Consentee's, Improvements, 189 such additional expense may be estimated by Reclamation or the District whose estimate shall be 190 final and binding upon the parties hereto, and within thirty (30) days after demand is made upon 191 the Consentee for payment of any such sums, the Consentee, shall make payment thereof to 192 Reclamation and the District, its successors and assigns, for constructing, operating, or 193 maintaining such works across, over, under or upon the Premises. 194
195 (c) Reclamation and the District reserve the right to inspect the Consentee's, 196 Improvements under the terms of this Consent both during the progress of construction and upon 197- completion thereof and anytime thereafter.
198
199 (d) Jurisdiction of and supervision by Reclamation over the Premises is not surrendered 200 or subordinated by issuance of this Consent and Reclamation reserves the right to issue 201 additional use authorizations and other agreements for compatible use of the Premises. 202
203 16. TERMS AND CONDITIONS: In the use of the Premises, the Consentee shall faithfully 204 observe each of the following conditions:
205
206 (a) •The Consentee, at its sole expense, shall construct, install, own, use, operate, and 207 maintain Consentee's Improvements in conformity with all applicable Federal, State, and local 208 laws, regulations, ordinances, Executive Orders, and Reclamation Laws, policies, and directives 209 and standards, existing or hereafter enacted or promulgated, including but not limited to, those 210 relating to pollution and environmental control.
211
212
Contract No. 21-07-34-L2063
6 213 (b) The Consentee shall be solely responsible for, and insure that, said Improvements are 214 installed in accordance with Exhibits A, B, and C, approved by the Area Manager and the 215 District. Consentee must obtain written authorization from the Area Managcr and the District 216 prior to making any changes to the approved plan details of the Improvements, as described on 217 Exhibits A, B, and C.
218
219 (c) All construction, reconstruction, installation, ownership, use, operation and 220 maintenance activities undertaken pursuant to this Consent shall be in conformity with the 221 specifications approved in advance by the Area Manager and District and shall be conducted by 222 the Consentee at all times in a manner satisfactory to the Area Manager and District. It shall be 223 incumbent upon Consentee to obtain a construction encroachment permit from the District prior 224 to undertaking such installation activities.
225
226 (d) The Consontee shall at all times, and at its sole expense, operate and maintain and 227 make necessary repairs and replacements on said Improvements in a good and workmanlike 228 manner so as not to interfere with the proper use and operation of, or caused injury or damage to 229 any property, irrigation, and drainage facilities, or works of Reclamation. All equipment 230 installed, operated, and maintained pursuant to this Consent will be maintained in a safe 231 condition satisfactory to the Area Manager and District. The Consentee will reimburse 232 Reclamation for all injury or damage to property, irrigation and drainage facilities, or works of 233 Reclamation arising out of the utilization of the rights granted pursuant to this Consent which is 234 caused by the Consentee, its officers, agents, or employees, and the Consentee will promptly pay 235 any bills rendered therefore by Reclamation.
236
237 (e) During construction and use of the Premises, the Consentee shall carry out proper 238 and efficient measures whenever and as often as necessary to reduce nuisance by dust, and to 239 prevent dust which has originated from its operations from damaging any other properties or 240 causing a nuisance to persons.
241
242 The Consentee shall reimburse Reclamation and District for any and all costs and 243 expenses incurred in the defense of any action which challenges the Consentee's use of the 244 Premises.
245
246 (g) The rights granted by this Consent are subject to any and all applicable Federal, State 247 and Local laws, regulations, ordinances, Executive orders, and Reclamation Laws, policies, and 248 directives and standards, existing or hereafter promulgated, and rights of Reclamation, the 249 United States, and to existing rights in favor of the public or third parties. The Consentee agrees 250 that it is its sole responsibility to make whatever arrangements as arc necessary to obtain such 251 rights as may be required of the Consentee from any other party or parties holding any other 252 interests.
253
254
Contract No. 21-07-34-L2063
7 255 (h) The Consentee shall notify the Area Manager and the District within ninety (90) days 256 of substantial completion of installation, and within said ninety (90) days shall undertake 257 customary and prudent measures to smooth, recontour, clean, remove debris, grade, scarify, 258 repair, restore or otherwise rehabilitate the lands, water, structures, and facilities of Reclamation 259 that were disturbed to a condition of appearance and stability comparable to the surrounding 260 undisturbed lands, to the satisfaction of the Area Manager and District. 261
262 (i) The Consentee shall not issue or grant casements, rights of way, land rights, leases, 263 Consents, permits, crossing agreements, recreational or special use agreements, and shall not 264 allow commercial ventures on the Premises. Any such use instruments shall be issued by 265 Reclamation only.
266
267 (j) The Consentee shall ensure the Premises and surrounding areas are maintained in a 268 sanitary condition at all times. All trash and debris shall be removed upon leaving the Premises 269
270 (k) The Consentee shall ensure that no unauthorized encroachment occurs, and no waste 271 is committed, on Reclamation lands under this Consent. 272
273 (1) The Consentee shall have the right to allow its agents, contractors, and 274 subcontractors to use Reclamation lands under this Consent for the purposes stated herein. 275
276 (m) The Consentee shall promptly reimburse Reclamation and/or District for all damages 277 to Reclamation lands, waters, facilities, and/or project works, arising out of the construction, 278 reconstruction, installation, operation, maintenance, use, termination or removal by the 279 Consentee of the Consentee's Improvements located on Reclamation Land under this Consent, 280 provided, however, that if Reclamation and/or District do not use the payment to repair such 281 damages, Reclamation and/or District shall not recover additional payment for such damages at 282 the time of termination of the Consent.
283
284 (n) The Consentee shall not use the Premises of permit the use thereof for any purposes 285 except as set forth herein.
286
287 17. SPECIAL CONDITIONS: In use of the Premises, the Consentee shall faithfully observe 288 each of the following conditions:
289
290 (a) Any construction and Improvement activity beyond the Premises is not authorized by 291 the United States, Reclamation, or this Consent.
292
293 (b) Prior to commencing any construction activities, the Consentee shall obtain the 294 District's written approval and stipulations as indicated by the District's issuance of a 295 Construction Encroachment Permit to the Consentee and/or its contractor for the installation of 296 Consentee's Improvements. Consentee shall insure coordination with District prior to 297 commencing any construction or installation activity, and during all construction, installation, 298
Contract No. 21-07-34-L2063
8 299 operation, maintenance, replacement, repair, and termination activities of the Consentee's 300 Improvements within Reclamation's lands and/or rights-of-way, including inspection as required 301 by Reclamation and/or District during and after construction, and shall be conducted in strict 302 compliance with all stipulations as set forth in said Construction Encroachment Permit. 303
304 (c) The Consentee must follow Reclamation's requirements for crossings for our 305 facilities which are found in Reclamation's "Engineering and O&M Guidelines for Crossings - 306 Bureau of Reclamation Water Conveyance Facilities (Canals, Pipelines, and Similar Facilities)," 307 as described as Exhibit D, which is attached hereto and by this reference made part hereof. 308
309 (d) Consentee shall provide a construction schedule and seventy-two (72)-hour notice to 310 Reclamation prior to the start of construction activities. Said seventy-two (72)-hour notice shall 311 be provided to Reclamation's Technical Support Office, Construction Services Group Manager, 312 Mr. Alex Belous, at telephone No. (928) 343-8314 and/or by electronic mail at 313 abelous @usbr.gov, so that a Reclamation Inspector can attend any pre-construction meetings and 314 be on-site during construction and installation activities. 315
316 (E) The Consentee shall provide a construction schedule and seventy-two (72) hour 317 notice to the District prior to the start of any construction activity. Said seventy-two (72) hour 318 notice shall be provided to the District's General Superintendent, Operations and Maintenance, 319 AAC River Divisions, at telephone No. (760) 339-9747 so that a District representative can 320 attend any pre-construction meetings and be on site during construction and installation 321 activities.
322
323 (f) The Consentee shall be solely responsible for, and insure that, Reclamation and 324 District projects and facilities, and Reclamation lands and waters, including the Canal is 325 protected during the construction, installation, use, operation, maintenance, termination or 326 relocation activities authorized herein.
327
328 (g) The Consentee shall be liable for any costs associated with repairs of Reclamation 329 and/or the District facilities, structures, or project works of Reclamation if damaged during the 330 construction, installation, usc, operation, maintenance, termination, or relocation activities 331 authorized herein.
332
333, (h) The Consentee shall insure that any disturbed banks on the Canal is stabilized in a 334 manner approved by Reclamation and the District prior to any construction. 335
336 (i) The Consentee shall be solely responsible for, and insure that, the Canal is protected 337 during all Improvement activities. Consentee will be liable to Reclamation for any costs 338 associated with repairs of structures, facilities, or project works of Reclamation if damaged 339
340
341 The Consentee shall protect all properties owned and/or previously permitted by 342 Reclamation within its lands and rights-of-way.
Contract No. 21-07-34-L2063
9 343
344 (k) The Consentee shall be solely responsible for, and insure that, Reclamation and the 345 District have access to the Premiscs at all times during construction, installation, use, opcration, 346 maintenance and termination activities of the District and/or Reclamation facilitics. Nothing 347 shall prevent Reclamation and/or the District from construction, oporation, maintenance, 348 removal, expansion, improving, relocation and/or replacement of the District and/or Reclamation 349 facilities, or the delivery of water through these facilities. 350
351 (1) Any provider intending to install or construct any utilities and/or other improvements 352 on the Premises not specifically authorized by this Consent shall make separate application to 353 Reclamation and/or the District for authorization and right-of-use prior to any construction or 354 installation.
355
356 (m) The Consentee shall be solely responsible for, and ensure that, no material of any 357 kind is discharged into Reclamation and/or District facilities including the Canal. 358
359 (n) Consentee shall ensure that the Premises will not be landscaped with vegetative 360 materials.
361
362 (0) The Consentee shall restore and repair, if necessary, the Premises and surrounding 363 area to its original condition or improved and in a manner satisfactory to Reclamation and the 364 District.
365
366 (p) Roclamation and the District retain all rights previously reserved and the authority to 367 enter upon the Premises.
368
369 (9) Reclamation and the District maintain the right to require that Consentee remove the 370 Improvements if deemed necessary for maintenance or related activities performed within the 371 lands and/or facilities.
372
373 (r) Any damage to the Consentee's Improvements or its related features caused by 374 operation and maintenance activities of Reclamation and/or the District on projcct works and/or 375 facilities shall be the sole responsibility of the Consentee to repair and/or replace, and the United 376 States, Reclamation, and/or the District shall have no financial responsibility for any such repairs 377 and/or replacements.
378
379 (s) The Consentee shall reimburse Reclamation and/or the District for any additional 380 costs incurred in the operation and maintenance of Reclamation and/or District facilities which 381 are attributable to the Consentee's Improvements and its related fcatures. 382
383 (t) Within ninety (90) calendar days of the completion of construction and installation of 384 the Consontee's Improvements, the Consontee shall furnish Reclamation and the District cach 385 with as-built drawings depicting the location, depth, elevation, and coordinate system of said 386 Improvements, as installed. Said drawings shall be provided to Reclamation and the District to Contract No. 21-07-34-L.2063
10 387 include one (1) 11x17 sized set of drawings, one copy in PDF format, and one electronic copy of 388 the drawings in AutoCAD format, or compatible. Electronic drawings shall be provided to 389 Reclamation by email to Ms. Anna Sander, Realty Technician at: [email protected]. 390
391 (u) In case of emergency involving the Reclamation Land, Canal, and/or other facilities, 392 the Consentee shall immediately notify Reclamation at telephone No. 928-343-8100 and the 393 District at telephone No. 760-339-9747.
394
395 (v) The Consentee hereby agrees to incur all costs, expenses, obligations, and duties to 396 restore the Consentee's Improvements in the event Reclamation and/or the District exercise their 397 rights reserved herein.
398
399 (W) Reclamation will accept no responsibility for the structural adequacy of the 400 Improvements. Approval is based on the construction and installation of the Improvements only. 401
402 (x) This authorization to use Reclamation's lands shall not be construed as a grant of any 403 permanent ownership and/or interest or as abandonment by the United States or Reclamation of 404 any rights, including but not limited to, use and occupancy of the Premises, and/or Reclamation's 405 lands.
406
407 (y) All on-site personnel will be personally instructed by Consentee regarding the 408 above-listed conditions
409
410 GENERAL PROVISIONS
411
412 18. HOLD HARMLESS:
413
414 (a) Reclamation: The Consentee hereby agrees to indemnify and hold harmless 415 Reclamation, its officers, employees, agents, and assigns, from any loss or damage and from any 416 liability on account of personal injury, property damage, or claims for personal injury or death 417 arising out of the Consentee's activities under this Consent. Additionally, except for acts of 418 negligence, the Consentee releases Reclamation, its officers, employees, agents, and assigns, 419 from any and all liability for damage arising from injury to persons or damage to structures, 420 equipment, improvements, or works of the Consentee resulting from the construction, 421 reconstruction, operation, or maintenance of any of the works of Reclamation. Provided, 422 however, that nothing contained in this clause shall be deemed to modify or limit any liability 423 which may be imposed by the Federal Tort Claims Act, 28 U.S.C. § 2671-2680. 424
425 (b) District: The Consentee shall indemnify, defend, and hold harmless the District, its 426 officers, directors, employees, agents, representatives, successors, and assigns, from and against 427 all claims, costs, losses, damages, demands, liabilities, and expenses (including, but not limited 428 to, all fees and charges of attorneys and other professionals, and all court or arbitration or other 429 dispute resolution costs) of any kind or character arising out of or relating to:
430
Contract No. 21-07-34-L2063
11 431 (1) Any act or omission by the Consentec or its representatives, to include its 432 employees, agents, contractors, subcontractors, or any other persons directly or indirectly 433 employed by any one of the foregoing, or reasonably under the control of any of the forgoing, 434 or for whose acts any of the foregoing may be liable (collectively, "Representatives"), in 435 connection with the rights granted to Consentee pursuant to this Consent; 436
437 (2) Any violation or alleged violation by the Consentee or its Representatives of 438 any law or regulation now or hereafter enacted;
439
440 (3) Any breach by the Consentee of its obligations under this Consent; and 441
442 (4) Any enforcement by the District of any provision of this Consent; provided, 443 however, the foregoing indemnification shall not apply to the extent any claim is ultimately 444 established by a court of competent jurisdiction to have been caused by the gross negligence or 445 willful misconduct of the District, its officers, directors, cmployees, agents, representatives, 446 successors, and assigns.
447
448 19. DISCOVERY OF CULTURAL RESOURCES: The Consentee shall immediately provide 449 a verbal notification to Reclamation's Environmental Planning and Compliance Group Manager 450 at telephone No. (928) 343-8100 of the discovery of any and all antiquities or other objects of 451 archacological, cultural, historic, or scientific interest on or within the Premises. The Consentee 452 shall follow up with a written report of their finding(s) to Reclamation within forty-eight (48) 453 hours. Objects under consideration include but are not limited to historic or prehistoric ruins, 454 human remains, funerary objects, and artifacts discovered as a result of activities authorized 455 under this Consent. The Consentee shall immediately cease its activity in the area of the 456 discovcry, make a reasonable effort to protect such discovcry, and wait for written approval from 457 Reclamation before resuming activity. Protective and mitigative measures spec 458
459 20. CLEAN AIR AND WATER: The Consentee agrees as follows:
460
461 (a) To comply with all Federal, State, and local requirements of the Clean Air Act of 462 1955, Pub. L. No. 84-159, 69 Stat. 322, as supplemented and amended (CAA), and the 463 Fedoral Water Pollution Control Act of 1948, Pub. L. No. 80-845, 62 Stat. 1155, as 464 supplemented and amended (CWA); and
465
466 (b) To obtain written permission from Reclamation prior to conducting any activities that 467 require permits, plans, or certificates under the CAA or the CWA; and 468
469 (c) To provide Reclamation with a copy of any correspondence between the Consentee 470 and any regulatory agency concerning CAA or CWA compliance, including but not limited to 471 copies of permit applications, permits, reports, notices of violation, or enforcement actions; and 472
473
Contract No. 21-07-34-L2063
12 474 (d) To take immediate and effective action to correct any violation related to the CAA or 475 the CWA. The Consentee shall provide Reclamation with a narrative description of the 476 violation, the actions taken by the Consentee, the date the violation began, the date that the 477 Consentee became aware of the violation, and the date that the Consentee returned to 478 compliance; and
479
480 (e) To take action to comply with any changes to the CAA and the CWA within the 481 schedule required by the regulation, rule, or guidance. 482
483 21. HAZARDOUS MATERIALS: During the performance of any activity on the Premises, the 484 Consentee agrees as follows:
485
486 (a) The Consentce shall not allow contamination or pollution of Reclamation lands, 487 waters, facilities, and/or project works of Reclamation for which the Consentee has the 488 responsibility for care, operation, and maintenance by its Representatives and shall take 489 reasonable precautions to prevent such contamination or pollution by third parties. Substances 490 causing contamination or pollution shall include but are not limited to hazardous materials, 491 thermal pollution, refuse, garbage, sewage effluent, industrial waste, petroleum products, mine 492 tailings, mineral salts, misused pesticides, pesticide containers, or any other pollutants. 493
494 (b) The Consentee shall comply with all applicable Federal, State, and local laws, 495 regulations, ordinances, Executive Orders, and Reclamation Laws, policies, and directives and 496 standards, existing or hereafter enacted or promulgated, concerning any hazardous material that 497 will be used, produced, transported, stored, or disposed of on or in Reclamation lands, waters, 498 facilities, and/or project works.
499
500 (c) "Hazardous material" shall mean any substance, pollutant, or contaminant listed as 501 hazardous under the Comprehensive Environmental Response, Compensation, and Liability Act 502 of 1980, as amended, 42 U.S.C. §$ 9601-9675 (2012), and the regulations promulgated pursuant 503 to that Act.
504
505 (d) Upon discovery of any event which may or does result in contamination or pollution 506 of Reclamation lands, waters, facilitics, and/or project works, the Consentee shall initiate 507 emergency measures to protect health and safety and the environment if necessary and shall 508 provide notice of such discovery with full details of the actions to Reclamation's Environmental 509 Planning and Compliance Group Manager at telephone No. (928) 343-8100. Additionally, all 510 spills regardless of size shall be reported to Reclamation's Environmental Planning and 511 Compliance Group Manager. Such notice shall be within a reasonable time period but not to 512 exceed twenty-four (24) hours from the time of discovery if it is an emergency, and the first (Ist) 513 working day if it is a non-emergency. An cmergency is any situation that requires immediate 514 action to reduce or avoid endangering public health and safety or the environment. 515
516
Contract No. 21-07-34-L2063
13 517 Violation of any of the provisions of this Article, upon which the Consentee does not 518 take immediate corrective action, shall constitute grounds for termination of this Consent and 519 shall make the Consentee liable for the cost of the full and complete remediation and/or 520 restoration of any resources, lands, waters, projects and/or facilities of Reclamation that are 521 adversely affected as a result of the violation.
522
523 (f) The Consentee agrees to include the provisions contained in paragraphs (a) through 524 (e) of this Article in any entered subcontract or third-party contract authorized by this Consent. 525
526 (g) Reclamation agrees to provide information necessary to the Consentee for using 527 reasonable diligence to comply with the provisions of this Article. 528
529 22. PESTICIDES: In use of the Premises:
530
531 (a) The Consentee shall not permit the use of any pesticides on Reclamation lands, 532 waters, facilities, or project works of Reclamation without prior written authorization from 533 Reclamation. The Consentee shall submit to Reclamation for approval an Integrated Pest 534 Management Plan (IPMP) thirty (30) days prior to pesticide application. 535
536 (b) All pesticides used shall be in accordance with the current registration, label 537 direction, or other directives regulating their use (State Department of Agriculture, 538 Department of Ecology, OSHA, etc.) and with applicable Reclamation policy and directives and 539 standards. Applicators will meet applicable State training or licensing requirements. Records 540 maintenance shall be in accordance with State requirements and furnished to Reclamation no 541 later than fivc (5) working days after application of a pesticide. 542
543 (c) Any equipment, tools, and machines used for pesticide application shall be in good 544 repair and suitable for such use. Equipment shall be calibrated prior to the spraying season and 545 as deemed necessary by Reclamation.
546
547 (d) Mixing, disposal, and cleaning shall be done where pesticide residues cannot enter 548 storm drains, sewers, or other non-target areas.
549
550 (e) The Consentee shall initiate any necessary measures for containment and clean-up of 551 pesticide spills. Spills shall be reported to Reclamation with full details of the actions taken. 552 Reporting must be made within a reasonable time period. A reasonable time period means 553 within twenty-four (24) hours of the spill if it is an emergency or by the first (Ist) working day if 554 it is a non-emergency. An emergency is any situation that requires immediate action to reduce or 555 avoid endangering public health and safety or the environment. 556
557 (f) Aerial application of pesticides is prohibited without prior written authorization from 558 Reclamation.
559
Contract No. 21-07-34-L2063
14 560
561 (g) The Consentec agrees to include the provisions contained in paragraphs (a) through 562 (f) of this Article in any entered subcontract or third-party contract authorized by this Consent. 563
564 23. NONDISCRIMINATION: The Consentee hereby agrees as follows:
565
566 (a) To comply with Title VI of the Civil Rights Act of 1964, § 601, Pub. L. No. 88-352, 567 78 Stat. 241, as supplemented and amended, which provides that "[nJo person in the 568 United States shall, on the ground of race, color, or national origin, be excluded from 569 participation in, be denied the benefits of, or be otherwise subjected to discrimination under any 570 program or activity receiving Federal financial assistance," and to be bound by the regulations of 571 the Department of the Interior for the effectuation thereof, as set forth in 43 CFR § 17 (2016). 572 For purposes of this subpart, "Federal financial assistance" shall have the meaning prescribed to 573 it by 43 CFR § 17.202(h) (2016).
574
575 (b) To comply with the Rehabilitation Act of 1973, § 504, Pub. L. No. 93-112, 576 87 Stat. 355, as supplemented and amended, which is designed to eliminate discrimination on the 577 basis of disability in any program or activity receiving Federal financial assistance. For purposes 578 of this subpart, "Federal financial assistance" shall have the meaning prescribed to it by 579 43 CFR § 17.12(e) (2016).
580
581 (c) To comply with the Age Discrimination Act of 1975, as supplemented and amended, 582 42 U.S.C. $§ 6101-6107, and the general age discrimination regulations at 45 CFR § 90(2016) 583 which are designed to prohibit discrimination on the basis of age in programs and activities 584 receiving Federal financial assistance, as set forth in 43 CFR § 17 (2016). For purposes of this 585 subpart, "Federal financial assistance" shall have the meaning prescribed to it by 586 43 CFR § 17.303(h) (2016).
587
588 (d) To obligate its subcontractors, subgrantees, transferees, successors in interest, or any 589 other participates receiving Federal financial assistance hereunder, to comply with the 590 requirements of these provisions.
591
592 24. NOTICES: Any notice, demand, authorization, or request required to be made or given 593 herein shall be served via hand delivery, with signed receipt of acceptance, or by certified mail 594 addressed to the respective addresses given herein and the hand delivery or mailing of any such 595 notice properly enclosed, addressed, stamped, and certified, shall be considered service. 596
597 (a) Any notice, demand, authorization, or request required by this Consent to be made or 598 given to or upon Reclamation, or the United States, except as otherwise provided herein, shall be 599 deemed properly given or made if hand delivered or mailed postage-prepaid, to the Area 600 Manager, Yuma Area Office, Bureau of Reclamation, 7301 Calle Agua Salada, 601 Yuma, Arizona 85364.
602
603
Contract No. 21-07-34-L2063
15 604 (b) Any notice, demand, authorization, or request required by this Consent to be made or 605 given to or upon the District shall be deemed properly given or made if hand delivered or mailed 606 postage-prepaid, to the General Manager, Imperial Irrigation District, P.O. Box 937, Imperial, 607 California 92251.
608
609 Any notice, demand, authorization, or request required by this Consent to be made or 610 given to or upon the Consentee shall be deemed properly given or made if hand delivered or 611 mailed postage-prepaid, to the Public Works Managcr-Administrative, City of Calexico, Public 612 Works Department, 608 Heber Avenuc, Calexico, California 92231. 613
614 (d) The designation of the person to or upon whom any notic, demand, authorization, or 615 request is to be given or made, or the address of any such person, may be changed at any time by 616 notice given in the same manner as provided in this Article for other notices. 617
618 25. OFFICIALS NOT TO BENEFIT: No member of or delegate to Congress or Resident 619 Commissioncr, and no officer, agent, or employee of the Department of the Intcrior, shall be 620 admitted to any share or part of this Consent or to any benefit that may arise herefrom, but this 621 restriction shall not be construed to extend to this Consent if made with a corporation or 622 contractor for its general benefit.
623
624 26. COVENANT AGAINST CONTINGENT FEES: The Consentee warrants that no person or 625 agency has been employed or retained to solicit or secure this Consent upon an agreement or 626 understanding for a commission, percentage, brokerage, or contingent fee, excepting bona fide 627 employees or bona fide established agencies maintained by the Consentee for the purpose of 628 securing business. For breach or violation of this warranty, Reclamation shall have the right to 629 annul this Consent without liability or in its discretion to require the Consentee to pay, in 630 addition to the right-of-use consideration, the full amount of such commission, percentage, 631 brokerage, or contingent fee.
632
633 27. ILLEGAL USE: Any activity deemed to be illegal on Reclamation lands, waters, project 634 works, or facilities, shall be cause for immediate tormination of this Consent. 635
636 28. EFFECT OF CONSENT: This Consent sets forth the intention of the partics hereto as to 637 the purposes set forth herein and Reclamation, makes no other claim or warranty, expressed or 638 implied, as to its extent or validity.
639
640 29. NO WARRANTY: Reclamation makes no warranty, expressed or implied, as to the extent 641 or validity of the grant contained hercin.
642
643 30. FURTHER ASSURANCES: The parties hereto shall execute, acknowledge, and deliver 644 such other instruments and documents as may be necessary or appropriate to carry out the full 645 intent and purpose of this Consent.
646
647
Contract No. 21-07-34-L2063
16 648 31. ARTICLE HEADINGS: The Article headings referenced in this Consent are included for 649 convenience only and the parties intend that they shall be disregarded in interpreting this 650 Consent.
651
652 32. EXHIBITS: Except as otherwise provided herein, all exhibits attached to this Consent are 653 incorporated into this Consent by reference herein and made a part hereof. 654
655 33. SUCCESSORS AND ASSIGNS: This Consent is personal, revocable, and nontransferable 656 and except as otherwise provided herein, shall not be construed as granting to the Consentee any 657 permanent right, title, or interest in the Premises, facilities, or project works of Reclamation. 658 This Consent shall be binding upon and inure to the benefit of the successors and/or assigns of 659 the parties hereto; provided, however, that no assignment or transfer of any of the rights of the 660 Consentee hereunder shall be made without the prior written consent of Reclamation. 661
662 34. SEVERABILITY: Each provision of this use authorization shall be interpreted in such a 663 manner as to be valid under applicable law, but if any provision of this use authorization shall be 664 deemed or determined by competent authority to be invalid or prohibited hereunder, such 665 provision shall be ineffective and void only to the extent of such invalidity or prohibition, but 666 shall not be deemed ineffective or invalid as to the remainder of such provision or any other 667 remaining provisions, or of the use authorization as a whole. 668
669
Contract No. 21-07-34-L2063
670 IN WITNESS WHEREOF, the parties hereto have signed their names to this CONSENT 671 which shall become effective the day and year first above written. 672
673 THE UNITED STATES OF AMERICA
674
675 By:
Christopher M. Wallis
Chief, Resource Management Office
Yuma Area Office
Interior Region 8: Lower Colorado Basin
Bureau of Reclamation
Department of the Interior
Date:
ACCEPTANCE:
CITY OF CALEXICO
By:
Title:
Date:
CONCURRENCE:
IMPERIAL IRRIGATION DISTRICT
By:
Title:
Date:
Contract No. 21-07-34-L2063
18 709 • ACKNOWLEDGEMENT
710
A notary public or other officer completing this certificate erifies only the identity of the individual who signed th ocument to which this certificate is attached, and not th truthfulness, accuracy, or validity of that document.
717
718 State of California
719
720 County of
721
722
723 On _ before me,
724 (Here insert name and title of the officer)
725
726 personally appeared
727
728 who personally proved to me on the basis of satisfactory evidence to be the person(s) whose 729
730 name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they 731
732 executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 733
734 on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed 735
736 the instrument.
737
738 I certify under PENALTY OF PERJURY under the laws of the State of California that the 739 foregoing paragraph is true and correct.
740
741
742 Witness my hand and official seal.
743
744
745 (Notary Seal)
746 Signature of Notary Public
747
Contract No. 21-07-34-L2063
19 748 ACKNOWLEDGEMENT
749
A notary public or other officer completing this
certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document.
756
757 State of California
758
759 County of
760
761
762 On. before me, -
763 (Here insert name and title of the officer)
764
765 personally appeared
766
767 who personally proved to me on the basis of satisfactory evidence to be the person(s) whose 768
769 name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they 770
771 executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 772
773 on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed 774
775 the instrument.
776
777 I certify under PENALTY OF PERJURY under the laws of the State of California that the 778 foregoing paragraph is true and correct.
779
780
781 Witness my hand and official seal.
782
783
784 (Notary Seal)
785 Signature of Notary Public
786
787
788
789
Contract No. 21-07-34-L2063
REMOVE EXISTING
FEVOVE EXISTING PUMF
AND PIPING
•REMOVE EXISTING
FIBERGLASS ENCLOSURE
6 DIA WET FELL AS
EMERGENCY STORAGE
REMOVE EXISTING
SUCTION PIPING
PHOTO PHOTO PHOTO
SCALE NONE SCALE NONE SCALE: NONE 0-01
-PROTECT IN PLACE
THAT THE
REMOVE EXISTING MOVE CASING
•PROTECT IN PLACE CHAN UNK FENCE CHAIN UNK FENCE
QUALITY STANDARDS TO
ENSURE NO HAZARDOUS
MATERIALS OR WASTE
-PROTECT IN PLACE IMPACTS THE
ALL MUSCAN CANN
-PROTECT IN PLACE
FIBERGLASS ENCLOSURE
NONE GOK AND
REMOVE EUSTING REMOVE EXISTING
FENCE REMOVE CONTROL EXISTING PIPE BACKFLOW PREVENTER
PANEL INCLUDING (TYP OF 2 LOCATIONS)
ELECTRICAL CONDUITS.
AND ENCLOSURES, - PROTECT IN PLACE
RETURN CONTRO
PANEL TO THE CITY
PHOTO PHOTO PHi PHOTO
SCALE: MONE SCALE MONE C-07
SCALE: NONE
95% SUBMITTAL
NO. REVISIONS
DESONED BIT: & SONG D-03
OITY OF CALEXICO
CRASH BY: H. ROLEDO LEE+RO LIFT STATION NO. 9 & 11, DEMO PHOTOS FOR LIFT STATION NO. 11 OF NOT I° SCALE ACCORDINGLY) SEWER AND WATER IMPROVEMENTS Exhibit A - 4 Pages
HOUT A MAY
620 620-
48-6602 VERNARDOMORE
SIA 55+78,0 0.00
510 -510
REMOVE ST-8 SENSE.
BEND (HORI SEE OWNG
BENDI 5643441 MATCHLINE!
-500 500-
ISTA 54÷39.28 Bolso we 511.66 INV
- 9800350. PROFILE SCALE
1279303569 2380-15101
VEXT.: 1*45
50÷00 51+00 52+00 53+00 54÷00 55÷00 56÷00 57+00
ALL AMERICAN CANALG
CONSTRUCTION NOTES:
-6.02 VERNARDO DR E
PET TRENCH OFTEN ON COCO SEWER
PLAN 2000 MANHOLE PER SPPHC STO
• INSTALL 10ª-45° BENO (MJ X MJ)
€ INSTALL 10"-90* BEND (MJ X WJ)
¿ INSTALL 10" D.I. PIPE CLASS 350
SEE DWG NO. C-OB
SCARONI AVENUE
SEWER MAIN DATA SEWER MAIN DATA
UNE 1| LENGTH DIRECTON UNE 1 LENGTH! DIRECTION
42.79 N34: 11' 23 E 3.14 N89" 06' 43°E
382.98 0:1201w 13.42 NOO 53 17W
3.13 NO212:01 38.18 N44' 12' 06"E
23.86 47'54°w 5 65.52 NO: 53117°5
23.61 NOO 5317W
3.14 43'E
95% SUBMITTAL G 83.71 ¡NOO* 53' 17°W
NO. REVISIONS
DESIONED ET: 2. BACHUVALA
CITY OF CALEXICO SCARONI AVE-PLAN AND PROFILE C-07
RAIN ST • LEE+RO
(F NOT 2º SCALE ACCORDEA: SEWERAND ATE NMAROVEMENTS STA. 50+00.00 TO STA. 57+00.00 ЗнаТ CHEDLED BY: LL KAORTALA 15
WATER INFRASTROCTURE ENGINEERS
ICE S3 SHEATE
RESTRAIN ALL JOINTS
BEND
316.64 C.G STA 547920 0-901 HEN $16.64 C.C. STA 55÷82.88 10-901 BEND 816.64 c.C. STA 55+88.7 0-00 BEN 516.64-C.6
TOP'OF CONCRETE GREE
520
7/15° SIE CISNE
570 1C 510
-PROR. 10° SOVER FORCE WEN
10° SIMER FORCE LAN
STA 54+69. INV TA $5÷80.0 FER DETAL 1 ON G-OS 35÷8).18 NO 16° STEEI 0-45 510.50 A 54+87-12 SA Statia "TAV/AR STA 55+88.7
510.92 C.0. STA 51.65
-500- 500
41.70 F105 (PVC-900, U1805-0.0000 $9.72' LF 10" SEM DIP. 54+60 54+80 55+00 55+80 56÷00 56÷20
PROFILE E CONSTRUCTiON NOTES mm
95% SUBMITTAL
NO. REVISIONS APPROVED DATE PANT PARDARKO FT.
DESIGNED BY: R. BACHUVALA C-13
CITY OF CALEXICO BRIDGE CROSSING PROFILE
DRAXI BY. R. SACHUNALI & LEE+RO LIFT STATION NO. 9 & 11, STA 54+45.42 TO STA 56+34.48 (IT NOT I° SCALE ACCOACINCLY) SEWER AND WATER IMPROVEMENTS CHEESED BT: W. KAOTTALA MATER INFRASTRECTERE ENCINEERS
OF NOX SHEETS
• 20-5% 52-5/2
RETT 8:8"
(REF) (REF) IREP) (REF) (REF) (REF)
EXST PIPE (TYP)
SUPPORTS CYP) (TYP)
NEW 10 QIA. DUCTILE IRON PIPE IN EXIST BOTTOM CONC. GIRDER
SEE CIVIL CAT PER
SEWER LINE, ON BRIDCE
SECTION
SCALE: 1/4" = 1'-0"
(E) FIBER OPTIC AND
(E) CONCRETE
TOP OF GIRDER -10 O DUCTLE IRON PIPE, SEE CIVIL DVAG
PLATE BEEN BENT
-* 0316 5ST BOLT HOOP
SE EST ENER LATE.
60005
CUT FROM BARELY ANS
•% SS7 BOLT HOOP (ASIDES NOTSS:
- REFER TO C-07 CIVIL
1. FOR STRUCTURAL ABBREVALIONS AND NOTES SEE OVIE SO1.
78316SST
3 X EMBED, SEE NOTE 2. SMOOTH SANDED AND
WITH 3½: EM950
WAXEO BEARING SURFACE
3. FOR PIPING DETAILS AND LAYOUT CORCINATE WITH CIVIL ORAWING.
VERF SEE NOTE 2
HEST PARAT
TYPICAL PIPE SUPPORT ON BRIDGE
SECTION SECTION
95% SUBMITTAL SCALE: 1/2: 7-0* SCALE: NTS
NO. REVISIONS APPROVED DATE RESORO ET a COLO MANE PAMPARTO NE.
CITY OF CALEXICO PIPE SUPPORT OF PRESSURE 5-02
RAPH OT. a colo & LEE+RO
SEWER AND WATER NMPROVEMENTS SEWER LINE ON BRIDGE
(OF NOT 2' SCALE ACCOATANELY)
NATER INFRASTRUCTURE ENCINEERE
City of Calexico
Pipe Support of Sewer Line on Exist Bridge
1. Design Bent Plate Support p-1~p-6
TO LEE+RO
Exhibit B - 7 Pages
LEE+RO
JOB NO 1200.00 SUBJECT_Pipe Support _ SHEET NO_OF_
BY: cesarg CHECKED: AM_FACILITIES_Bent Plate Design DATE_06/06/22 A. Support Bent Plate Beam Design
1. Loading data
Span, Lie := 2.42ft and unbraced length, Lp:= 2.42ft
Tributary width,
Weight Of 16" Dia Ductile Iron Pipe
Weight Of 10" PVC pipe Wpipe2 := 12plf
Weight Of Steel Casing Wo:= 2plf
Weight Of Water in 10" Dia pipe Wpvc :=38.1plf
Miscellaneous Wmisc:= Splf
Wall: =W/pipel + Wipe tWo + Wve + Wise = 139.87 b
Wu : = 1.2. Walt dtri = 1455.207 16
Customize bent plate channel 4x4x3/8"
d:= 4in 41 = Zin
d
c===2in
b:= 4in 12 = 3in
Achannel: =2-6-41+64-2-tz) +1=4.22-in?
han 1) +210 82 4 0-24
ZIZZ Ix = 14.97-in*
Sx:= *= 7.48-in? Ix i= = 1.88 in
A channel)
CRG 1200_ Bent Plate Beam Support.xmcd 1/3 6/6/2022
2 Try Bent Plate 4x4 x 3/8"
Ix = 1:88-in six: =7.48in? sx:= 14.9in4 E := 29000ksi
L1 := 1.33ft
R=V •• = P
+ x-1/' Menar (at fixed end) •. =Pb
M, (whenx>a) . : .. *P(x -a)
--0→
ILL Amar (at free end) ...... ..= 62 (31 - b)
Shear
Aa (at point of load)
LM mox
Momonl A, (whenx < a)
Max Moment, Mu := Wu'Ly = 1935.426 ft-1b
Max Shear, Vu := Wu = 1455.2071b
Actual Stress, Mu
fb == fb = 3.105•ksi
Sx
Allowable Stress A36 Steel Fy := 36.ksi Fb := .60-Fy
Fb = 21.6.ksi fb = 3.105 •ksi Satisfactory
Stress := if (fb ≤ Fb, " is O.K. fb «Fb" , " is N.G. fb> Fb") Stress = " is O.K. fb < Fb"
Deflection Wa-L13
actual = - actual = 0.005- in
3E•Ix
Allowable Deflection Le
240 0121in
Deflection := if actual > 240 "is N.G.-I./210", "is O.K-L240") Deflection = " is O.K. < L/240" Satisfactory
CRG 1200_ Bent Plate Beam Support.med 2/3 6/6/2022
3 B. Anchorina Desian
14/ vines
(E) FIBER OPTIC AND
TELEPHONE PIPES
4* Ø 316 SST EDGE OF BRIDGE-
ADHESIVE AB 2/½*
W/TH 3½° EMBED, TOP OF GIRDER" - 10"Ø DUCTILE IRON PIPE, SEE CIVIL DWG SEE NOTE 2. 16*Øx¼
STEEL PIPE (MIN.)
(E) SUPPORT
4 STIFFENER PLATE,
316 SST, L=12" -
~ PAINT LOWER QUARTER
OF STEEL CASING WITH
"BITUMASTIC" OR EQUAL
1-10° 2'-2'
UT FROM 316 SST 4°X3 ½"x 3/8"
LLH ANGLE (TYPICAL)
- 1½*0318 $$T BOLT HOOP
- REFER TO C-07 CIML
1'-4° DRAWINGS
%* 0 316 SST • 4x4%%" 318 CHANNEL
4 BENT PLATE WELDED TO
ADHESIVE AB WITH
-A SIRES ANGLE
3" EMBED, SEE NOTE 2 14 V SMOOTH SANDED AND
WAXED BEARING SURFACE
4 - 4°x 4°x 16° REDWOOD
2-5" SADDLE BLOCK
VERIFY SEE NOTE 2 - Y" STIFFENER PLATE,
316 SST (2 PLACES)
de:= 1.583f Sds := 1.00 Ip := 1.00 Sus:= 2.5
Mmax:= Mu
Mu
пр := 2 - = lb Pv = 2(90 - 2-Sds) Wu = 509.323 1b
dest
Pseis := Sug• 0.30-Sds Ip. Wu = 1091.406 lb
B. See HILTI Profis Anchor
Anchor type and diameter: HIT-RE 500 V3 + HAS-R 304/316 SS 3/4 Item number: 2045010 HAS-R 316 SS 3/4"x9 5/8" (element) / 212340 HIT-RE 500 V3 (adhesive)
Effective embedment depth:
Material: ASTM F 593
CRG 1200_ Bent Plate Beam Support.med 3/3 6/6/2022
4 HILTI
Hilti PROFIS Engineering 3.0.78
www.hilti.com
Company: Lee+Ro Page:
Address: City of Industries, CA 91748 Specifier: Cesar Golo Phone 1 Fax: Copy - 1200 Support Angle Connection E-Mail:
Design: Date: 6/7/2022
Fastening point:
Specifler's comments:
1 Input data
Anchor type and diameter: /HIT-RE.600 V3 + HAS-R 304/316 SS 3/4:
Item number: 045010 HAS-R 316 SS 3/4"x9 5/8" (element) / 212340 IT-RE 500 V3 (adhesive
sate
Effective embedment depth: and 13500 in: Maim = - in.)
Material: ASTM F 593
Evaluation Service Report: ESR-3814
Issued / Valid: 3/1/2021 | 1/1/2023
Proof: Design Method ACI 318-19 / Chem
Stand-off installation: e, = 0.000 In. (no stand-off); t = 0.375 in.
Anchor plate®: }xX lyxt =4,000 in. x 4.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) Profile: no profile
Base material: cracked concrete, 4000, f; = 4,000 psi; h = 6.000 in., Temp. short/long: 32/32 °F Installation: automatic cleaned drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental spliting reinforcement present edge reinforcement: none or « No. 4 bar
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, in.Ib]
tapesign loads
¢ Sustained loads
17102
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilli AG, Schaan 15 HILTI
Hilti PROFIS Engineering 3.0.78
www.hilti.com
Company: Lee+Ro Page: 7
Address: City of Industries, CA 91748 Specifier: Cesar Golo Phone I Fax: E-Mail:
Design: Copy - 1200 Suppor Angle Connection Date: 8/7/2022 Fastening point:
4.2 Pryout Strength (Concrete Breakout Strength controls) Vep = Ke [ (ANa) VOI WON WORM No I ACI 318-19 Eq. (17.7.3.1a) $ Vop ≥ Vua ACI 318-19 Table 17.5.2
ANG see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANco = 9 h? ACI 318-19 Eq. (17.6.2.1.4)
VAN =0.7 +0.3 (7.6ml) ≤1.0 ACI 318-19 Eq. (17.6.2.4.1b) ACI 318-19 Eq. (17.62.6.1b)
No = Kg 2a Vi hers ACI 318-19 Eq. (17.6.2.2.1)
Variables
Har lin.L Somn n.).) V CN
2 3.500 1.000
Gao (n.) ([psl]
8.752 1.000 4,000
Calculations
ANo Iin?1 Anco Tin ? V' ot.N Y Cp.N N, IbI
110.25 110.25 1.000 1.000 7,040
Resulte
Vop (lb] P concrete * Vop lib] Vya lIbl
14,080 0.700 9,856 1,092
5 Combined tension and shear loads, per ACI 318-19 section 17.8 PN Bu Utilization Pav 1%] Status
0.334 0.111 5/3
BNv=P$+PÚ ==1
Input data and results must be checked for conformity with the existing conditons and far plausibility! PROFIS Engineeńng ( c ) 2003-2022 HIHI AG, FL-9494 Schaan Hilli is a registered Tradémark of Hilll AG, Schaan 7 HILTI
Hilti PROFIS Engineering 3.0,78
www.hilti.com
Company: Lee+Ro Page: 8
Address: City of Industries, CA 91748 Specifier: Cesar Golo Phone 1 Fax: E-Mail:
Design: 1200 Support Angle Connection
Date: 5/26/2022
Fastening point:
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculate:
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where puilout or pryout strength governs.
• Design Strengths of adhesive anchor systems are Influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilli adhesive anchors. Reference ACI 318-19.
Section 26.7.
(Fastening: meets thedesigh criterial
Input data and resulls must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering (c) 2003-2022 Hilt AG, FL-9494 Schaan Hilt is a registered Trademark of Hit AG. Schaan 8 City of Calexico
CALEXICO
Were Calfaren Anut Mexico teel
SEWAGE SPILL PREVENTION,
COUNTERMEASURE & RESPONSE
PLAN
Rev. 2020
Exhibit C - 15 Pages
Sewage Spill Prevention, Countermeasure & Response Plan Objective is to prevent or minimize the potential for sewer spills.
A. Implement sewer maintenance schedule.
Clean all sewer lines, manholes, and cleanouts every 10 to 12 months.
Maintain computerized schedule to track activity
2. Root control and Rodder program is set up in known problem areas.
8. Schedule for this program is being computerized to track activity.
Establish an inflow and infiltration program for the sewer lines with known problems.
a. The City sewer crews will continue with their smoke testing of sewer lines in those areas suspected of having inflow and infiltration problems. •
Approved By: Enlista
Arturo Estrada
Name
Wasterwater System Supervisor
Title
/z/2020-
2 SEWER SPILL RESPONSE PLAN
1) PURPOSE
It case of sewer overflow, the City of Calexico will have a formalized response plan for sewer emergencies. The response plan will have both "During Working Hours Response Procedures" ' and "After Working Hours Response Procedures". The hour at which a sewer overflow emergency occurs is the determining factor regarding which set of procedures will be followed.
If the emergency occurs during regular working hours, Monday through Friday between 7:00 a.m. to 3:00 p.m., staff will implement "During Working Hours Response Procedures". If the emergency occurs before or after regular working hours, staff will implant "After Working Hours Response Procedures".
"During Working Hours Procedures" require an appropriate combination of agency personnel consisting of trained and qualified crewmembers and an Incident Coordinator (Chief Operator ot lead person) to respond to emergency calls. The crew chief is sent to the reported overflow site to investigate and will repoxt to the Chief Operator if it is an overflow and if additional personnel and equipment are required. The City of Calexico will maintain the following equipment and vehicles: sectional rodder, jet-vacuum trucks, safety equipment, confined space entry equipment. overflow containment supplies, plugs (various sizes), and tniscellaneous emergency pipe supplies.
"After Working Hours Procedures" required a qualified standby person assigned to respond to the reporting party's call within 20 minutes. Typically, the standby person is assigned for a 7-day period from a pool of voluntary employees trained and qualified to perform standby duties. Upon arrival at the overflow, the standby person will assess the situation, call out additional personnel and specify the appropriate equipment required at the scene, and begin mitigating the overflow.
The standby vehicle will be equipped with the minimum equipment required to initially respond to any overflow.
2) WORKING HOURS RESPONSE PROCEDURES •
These procedures pertain to sewer overflow emergencies occurring Monday through Friday between 6:00 a.m. and 2:00 p.m.
THE FOLLOWING PROCEDURES ARE TO BE FOLLOWED WHEN RESPONDING TO ALL SEWER OVERFLOW EMERGENCIES:
A. Emergency call received by Agency.
, Chief Operators) notified/dispatched to emergency.
C. Chief Operator assumes responsibility as incident Coordinator, for all incidents including private sewer spills that affect a storm drain within city boundaries. The Chief Operator can be reached at (760) 768-0826, (760) 768-2160 or (760) 457-6773.
If the Chief Operator is not available, the appropriate operator on stand by will assume the responsibility as Incident Coordinator.
D. Incident Coordinator contacts, operator on stand by phone at (760) 457-6763, and (760) 457-6764, fax (760) 768-0992.
3 E. First crewmember at scene evaluates situation and communicates with Incident Coordinator:
During evaluation, the first person(s) arriving at the scene conduct the following six duties:
1. Determine if the overflow emergency is completely private, at risk or a threat to public right-of-way or waters of U.S.
i. A private overflow is defined as a sewer spill that is COMPLETELY contained on private property with no threat to spill into waters of the U.S. (private or public land) or into the public ROW.
ii. À risk is defined as a spill that is likely to enter into waters of the U.S. (private or public land) or into the public ROW.
ili. À threat to public ROW or waters of the U.S. is defined as a spill that is either a) spilling into the waters of the U.S. (private or public land) or'into the public ROW or b) it is imminent that the spill will enter the waters of the U.S. (private or public land) or into the public ROW.
2. Determine cause of overflow emergency.
3. Evaluate the situation, determine what resources of action are needed to remedy the situation and report the information to the Incident Coordinator.
4. Take digital pictures of sewer overflow emergency to determine amount of spill for reporting and documentation.
5. Commence preliminary steps to mitigate the overflow.
6. Take steps to protect the health and safety of the public.
7. Contact Chief Operator for all private sewer overflows that are at risk of reaching a city storm drain.
F. Initiate plan of action.
Private
i. Notify property owner immediately of action required to rectify the situation as soon as possible.
ii. The property owner needs to be informed of the proper clean-up procedures (i.e., DO NOT hose down into the public ROW)
iii. Make proper notifications to the following:
a) City of Calexico
b) County of Imperial
Private- Risk
i. Call for additional personnel and equipment as required to mitigate issue at hand.
ii. Contact Chief Operator to respond to calls within city boundaries that are/will affect a city storm drain.
4 ili. Chief Operator will notify property owner immediately of actions required to rectify the situation as soon as possible.
iv. Incident coordinator tracks spill progress to ensure the spill does not become a threat as defined above.
V. Make proper notifications to the following:
a) City of Calexico
b) County of Imperial
Private-Threat
i. Call for additional personnel and equipment as required to mitigate issue at hand.
ii. Contact Chief Operator to respond to calls within city boundaries that ili. at plate oil proud it.
iv. Chief Operator will notify property owner/ manager or resident(s) that water will be shut off immediately- INQUIRE if there is any tenant with medical condition that requires water service (e.g,, dialysis, etc.).
V.
vi. Notify Calexico Water Department that water meter has been shut off and vii. Notify property owner of the action taken to rectify the situation and that the City will be billing them for the costs incurred.
vili. Make proper notifications to the following:
a) City of Calexico.
b) County of Imperial.
Public
i. Correct cause of overflow.
Correct the cause of the spill (blockage, pump station failure). ii. lean up overflow site
'. lean up of the site requires four steps
1. Thorough cleansing of site and removal of debris
2. Disinfecting of site
3. Determination of size of spill
4. Posting of signs if necessary
iii. Incident Coordinator and/or Chief Operator contacts City Risk Management if (1) spill is caused by City main blockage or (2) there is damage to personal property involved in the spill or sewage has entered a iv. Written reports from crew member(s) who responded to call Written report must contain the following information: overflow amount, location, time, and who has been notified.
V. Incident Coordinator initiates "Reporting" to Regional Board and County Health Department, if necessary.
5 Chief Operator will consult with the Regional Water Quality Control Board and Imporial County Health Department to meet all reporting, posting
See page 8 for the reporting requirements for Regional Water Quality Control Board and Imperial County Health Department.
3) AFTER WORKING HOURS RESPONSE PROCEDURES
These procedures pertain to sewer overflow emergencies occurring after hours or Holidays Monday through Sunday.
THE FOLLOWING PROCEDURES ARE TO BE FOLLOWED WHEN RESPONDING TO ALL SEWER OVERFLOW EMERGENCIES.
A. Emergency call received by agency after hours or holiday answering service.
B. Standby person notified
The standby person receives information on sewer overflow emergencies (time, location, and caller).
C. Standby person evaluates situation.
During evaluation, the first person(s) at the site has six duties:
Determinate if the overflow emergency is completely private, risk to public right- of-way or waters of the U.S. or threatening public right-of-way or waters of the A private overflow is defined as a sewer spill that is COMPLETELY contained on private proporty with no threat to spill into waters of the U.S. (private or public land) or into the public ROW.
ii. A risk is defined as a spill that is likely to enter into waters of the U.S. (private or public land) or into the republic ROW.
ill. A threat to public ROW or waters of the U.S. is defined as a spill that is either a) spilling into the waters of the U.S. (private or public land) or into the public ROW or b) it is imminent that the spill will enter the waters of the U.S. (private or public land) or into the public ROW.
Determine cause of overflow emergency.
3. Evaluate the situation, deternine what resources are necded to remedy the situation and report the information to the Incident Coordinator.
4. Take pictures of sewer overflow emergency to determine amount of spill for reporting and documentation.
5. Commence preliminary steps to mitigate the overflow.
6. Take steps to protect the health and safety of the building occupants.
7. Contact Chief Operator for all private sewer overflows that are at risk of reaching a city storm drain.
D. Initiate plan of action.
6 Private
i. Notify property owner immediately of actions required to rectify the situation as soon as possible.
ii. The property owner needs to be informed of the proper clean-up procedures (i.c., DO NOT hose down in to the public ROW)
ili. Make proper notifications to the following:
lity of Calexico
b. ounty of Imperial Department Healt
Private Risk
i. Contact Chief Operator for immediate response.
li. Chief Operator will call for additional personnel and equipment as required te mitigate issue at hand.
iii. Chief Operator will notify property owner immediately of actions requires to rectify the situation as soon as possible.
iv. Chief Operator will track spill progress to ensure the spill does not become a threat as defined above.
v. The property owner needs to be informed of the proper clean-up procedures (i.c., DO NOT hose down into the public ROW)
vi. Make proper notifications to the following:
City of Calexico.
County of imperial.
Private-Threat
i. Chief Operator will call for additional personnel and equipment as required to mitigate issue at hand.
ii. Chief Operator will call plumber from approved list. iii. Chief Operator will notify property owner/manager or resident(s) that water will be shut off immediately - INQUIRE if there is any tenant with medical condition that requires water service (o.g., dialysis, etc.). iv. Shut off and lock water meter.
v. Chief Operator will notify Calexico Water Department that water meter has been shut off and locked until further notice.
vi. Chief Operator will notify property owner of action taken to rectify the situation and that the City will be billing them for the costs incurred. vil. Chief Operator will make proper notifications to the following:
a. City of Calexico
b. County of Imperial
Public
Chief Operator will call for additional personnel and equipment as ili. Clean up overflow site.
-
1. Thorough cleansing of site and removal of debris
2. Disinfecting of site
3. Determination of size of spill
4. Posting of signs if necessary
iv. Contact City Risk Management during the next working day if (1) spill is caused by City main blockage or (2) there is damage to personal property involved in the spill.
V. Written reports from crew members) who responded to call.
Written report must contain the following information: overflow amount, location, time, and who has been notified.
vi. Chief Operator initiates "Reporting" to Regional Board and County Health Department, if necessary.
Chief Operator will consult with the Regional Water Quality Control Board and Counly of Imperial Department of Health Services to meet all reporting, posting. 4) SEWEGE SPILL EMERGENCY AND NOTIFICATION PROCEDURE
Purpose
The purpose of this safely practice is to provide procedures to be implemented in the event of a wastewater spill.
General
In the event of a spill, the first priority is to assess the situation and control the spill. If the discharge cannot be contained, the standby person should be notified, and any other personnel deemed necessary to assist in correcting or controlling the spill.
All wastewater spills must be reported promptly to the proper agencies, as identified ix this procedure.
City Staff Notification
Notification of City staff should be made with one of the following within fifleen minutes from the time you become aware of a spill.
Private Spills Affecting City Storm Drains
The Chief Operator shall be contacted immediately for any private sewer spill that reaches a city storm drain. The Chicf Operator will make all appropriate agency notifications. 8 PRIORITY NOTIFICATION LIST
City of Calexico Emergency-After Hours Pump Station Related Spill
1. Arturo Estrada (760) 457 -6773 1. (760) 768-2167
2. Operators (760) 457-6764 2. (760) 768-2162
Private Sewer Spills that Reach City Storm Drains
1. Arturo Estrada (760) 457-6773 •
2. Operators Cell (760) 457-6787
Incident Documentation
The following information must be recorder accurately and documented. a. Date and time tat the spill started.
Date and time that the spill was stopped. In the event that the overflow has not been abated, then state what is being done and give an estimated time of repair/correction.
c. Estimate the volume discharged. Include how you arrived at the quantity. d. Location of spill, i.e., street location, lagoon, creek, north, south, yards, feet, etc. e. Structure where the spill occurred, i.e., pump station, manhole, force main, sewer line, etc:
f. Cause of spill, i.e., equipment/power failure, etc.
g. Final destination of the spill and other conditions if applicable, i.e., lagoon, creek, flood control channel, etc.
In the event of a wastewater spill, immediate notification must be made to the proper authorities.
The responsibility of notifying the authorities is to be made at the Utility Service Director (or designee). Prior to reporting the spill, review the documentation to make sure it is complete.
Remember, always document the date, time and name of the person receiving the incident report.
Private sewer spills affecting any city storm drain shall be reported by Chief Operator (760) 768-2167. He will complete and forward all appropriate paperwork to the proper personnel and agencies.
A. IMPERIAL COUNTY HEALTH DEPARTMENT SERVICES NOTIFICATION The County Health Services Department must be notified immediately. If possible, prior to notifying the Department; complete a "County of Imperial Department Health Services Sewage spill Report Form" (Exhibit A), This report form is designed to include the important details of the spill so the facts are communicated to the Health Services Departent. This report should be submitted via facsimile within 24 hours following a sewer overflow event.
Contact with the Health Services staff can be made Monday through Friday, 6:00 a.m. to 3:00 p.m. During all other hours, weekends and holidays calls are to be directed to the Operator Stand by (760) 457-6763. Once contact has been made with the Communications Center personnel, it should be made very clear to them that immediate notification of the Health Department staff is very critical and request that a Health Specialist contact the Imperial County Health Department. A complete written report of the incident is to be forwarder to Health Services within three (3) working days. The following sewage spills should be reported:
1. Any discharge to the ocean, bay, river, flowing streams and open. storm drains.
2. Any discharge more than 50 gallons.
3. Any discharge near homes, schools, parks of areas, which are accessible to the public.
B. CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD
(RWQCB) NOTIFICATION
The RWQCB must be notified within 24 hours of any spill, provided the ultimate destination is surface waters. Priot to notifying the Regional Board, fill out a "California Regional Water Quality Control Board Sewer Overflow Report form" (Exhubit A&B). Contact with the Regional Board statf can be made Monday holidays, the same number is used, but you will be greeted by an answering machine to which you will convey the information. A completed Sewer Overflov report along with any additional information must be submitted to the Regional Board no later than five (5) days following the starting date of the overflow event. 5) POSTING WARNING SIGNS AND SAMPLING
A. The posting of receiving waters with contaminated water signs is required if directed by Health Services. Although Health Services is the responsible authority for directing the closure of areas and the posting of signs, the City has made the decision to be proactive in this area. Therefore, if a spill occurs and there is a ›ossibility of wastewater entering recreational waters or other waterways wher he public may come in contact, posting of those areas will be made, but only a the direction of the Public Works Manager of designee.
10 B. Contaminated water sigus are to be posted at the spill site and the quarantine area, as determined by Health Services and/or as necessary to reasonably warn the public.
• 1. If posting of the beaches is required, the signs shall be placed at 50-foot intervals for a minimum of 600 feet on each side of the lagoon and/or creek opening into the ocean.
2. If posting of lagoons or wetlands is required, the signs shall be placed at minimum of 50-foot intervals for high use areas and every 600 feet for low use areas.
c. The location and placement of all warning signs and tape shall be recorded using the "City of Calexico Sewage Spill Quarantine Report Form" and vicinity map associated with the spill site (Exhibit C). Twice daily, inspections of the spill site and quarantined area shall be made to replace and/or repair signs and ensure that roper posting is being maintained. Each site visit will require that a "Sewage Spill Quarantine Report" be completed documenting sign replacement and other items of importance.
1. Warning signs are to be maintained until the Public Works Manager or designee has given direction. The County Health Department requires a minimum of three (3) consecutive days of megalive laboratory results before considering lifting restrictions.
2. A guideline for determining when it is appropriate to remove warning signs when a spill has been made to a creck (waterway) is as follows: three days after spill posting, take a fecal Coliform sample both up and dowr stream of the spill area. If the MPN are less than 1,000 (fecal Coliform) ot less than 200 (Membrane Filter Method) signs can be removed or, if the dowustream results (MPN) are less or equal to the results obtained at the upstream location, signs can be removed.
D. An inventory of spill warning signs in English and Spanish, wood stakes, along with caution tape, will be maintained at the Public Works Yard. These supplie vill be maintained at a suficient level to ensure proper posting of an area in the B. Chief Operator shall maintain a backup inventory of spill signs for all private sewer spills affecting public storms drains within city boundaries.
SAMPLING
A. Sampling of the receiving waters should be conducted as soon as possible after the spill incident has been controlled, Wastewater Personnel will collect the sample and deliver it to the lab.
11 B. Public Works Manager or designee will develop a sampling program and implement collection and testing as soon as possible after the spill.
Daily laboratory results will be reported to the Public Works Operations Manager or designee prior to notifying the Health Department. The Health Department is to be notified daily of test results as long as restrictions are in place to protect the public.
MEDIA AND PUBLIC RESPONSE
A. Public Works Manager or designee will handle information to the media.
B. Inquires by the public, newspapers, television and radio stations should be referred to the Public Works Manager or designee. Only when directed by management should personnel attempt to respond to questions or explain the spill incident and/or actions being taken.
7) SEWAGE SPILL INFORMATION AND REPORTING FORMS
A. Imperial County Department of Environmental Health
Immediate telephone reporting of sewer overflow event.
2. Designated Public Information Officer is the person who releases information to the local newspapers regarding the sewer overflow event.
Copies of any press releases are to be sent to the Health Department.
Contact State of California Office of Emergency Services at 1-800-852- 7550 if the overflow event is greater than 1,000 gallous. Report spill and obtain control number.
4. Submit the completed Sewer Overflow Spill report within 24 hours following the starting of the sewer overflow event.
Contacts: Environmental Health Services
Address: 939 W. Main El Centro Ca. 92243
Phone: (760) 482-4203
B. REGIONAL WATER QUALITY CONTROL BOARD
If a sewer overflow event results in a discharge to surface waters. a) Report by telephone within 24 hours of a sewer overflow event.
This telephone report shall include the information specified by Item No.'s 3-6, 9, 20, 22 and 25 of the Sewer Overflow Report (SOR) form supplied by the Regional Board.
12 b) Submit the completed SOR forn and any additional pertinent information no later than five days following the starting date of the sewer overflow event.
Contact Person
Mi. Bob McRae
Office of Emergency Services (OES)
Sacramento, Ca.
(1800) 852-7550
8) MITIGATION OF CITY CAUSED SPILL
A. Purpose: If the backup of the City main sewer line causes a sewage spill, the City has a responsibility to restore or replace any lost property to as near to its pre-spill condition as possible. It is important that all assigned sewer personnel regarding any liability demands follow proper procedures within the wastewater division. In order to best insure that an individual's or company's property is restored to as close to its pre spill condition as possible, the following steps will be taken:
B. Public Works:
1. General: Wastewater employees are required to report potential liability claims against the City to their immediate Chief Operator. That Chicf Operator will report this information to Public Works Operations Manager immediately upon being informed by a given employec. No wastewater emplovee shall offer opinions to the public regarding City liability in any incident that may occur in the course of their work. Risk Management will deternine liability in all cases following an investigation into each incident, Division employees are to refer all inquiries regarding liability claims to the Public Works Operations Manager. The Public Works Manager or his designee will be responsible for any press releases or direct responses to inquires by members of the press.
2. Potential Claims: When an individual intorms any member of the Public Works Deparlment that he or she intends to file a liability claim against the City, that individual will be directed to contact the Risk Management Officc for the appropriate procedures to make a claim.
Response to a spill: When a spill occurs, Public Works Wastewater personnel will:
(a) Refrain from giving any opinions as to cause of the emergency. (b) Be courteous and professional.
(c) Be costumer oriented.
(d) Inspect the scene carefully.
(e) Take digital photographs of the spill damage before any clearup is begun. (t) Obtain the details surrounding the emergency.
(8) Refrain from arguing with affected residents.
13 (b) Do not apologize for the emergency.
(i) Obtain and fill out the City's reporting form-Emergency Incident Report.
Turn in the Emergency Incident Form to immediate Chief Operator as soon as possible.
4. Notification of Risk Management: When a spill is determined to be caused by the backup of the City main sewer line and not the lateral, the Wastewater Chief Operator will notify the of Public Works Manager, at the first possible time (a) The spill is caused by the City main sewer line backup, and (b) The spill has caused some property damage to the residence or business (i.c., carpet soiled, furniture or cloths
contaminated that must be throw away, etc.), or
(c) If, in the opinion of the Wastewater Chicf Operator, there exists the possibility of a future claim from the spill (i.e., loss of wages, emotional stress, etc.).
5. Public Works Responsibility: Public Works will be responsible for stopping the spill and clearing the blockage. Public Works will contact Collection Chief Operator who will work with either a Contractor or staff, for the following:
(a) Collection Chief Operator will authorize the removal of and clean up of all sewage/spill contamination to the dwelling. This includes, but is not limited to, removal of all contaminated carpeting, dry wall, fixtures and furniture.
Note: no demolition or repairs will be made without priot approval from Collection Chief Operator. The Public Works office will keep a file of appropriate private emergency cleaning sorvices firms.
(b) Restoring or replacing all removed drywall, molding, and permanent fixtures that cannot be cleaned to as close to pre-spill condition as possible.
(c) Ro-plastering and repainting all removed or damaged surfaces of the dwelling to as near as possible to its condition prior to the spill. (d) If emergency housing is needed, the Public Works Operations Manager or his designee will make that authorization. Generally, the maximum stay is thiee (30) days. If a party is unable to retum to their home/apartment after day three, the homeowner or apartment dwellers must provide for their own shelter. On a case -by-case basis, the Public Works Department may grant an extension beyond the three-day period. The Public Works Department office will keep a file of appropriate cmergency shelter locations.
(e) Provide instructions to the residents of any spill site for the cleaning of all personal items contaminated (i,e. clothes, drapes or furniture). Advice given should be to minimize the disposal of personal items or fumiture if they can be properly cleaned.
14 What Public Work is NOT responsible for: Public Works will not be responsible for replacing or paying for any of the following items:
Carpeting replacement
Clothing cleaning or replacement
Furniture replacement
Food, phone calls, any miscellaneous expenses
Note: The above listed items will be addressed through the claims process.
C. Risk Management: When Collection Chief Operator receives notification of a sewage spill from the Wastewater Chief Operator, Collection Chief Operator will take the following actions:
Determine if there has been property damage that might warrant a claim, and if there is,
2. Notify the city's claims adjusting services that there has been a sewage spill and that a claims adjuster is needed to document the spill damage.
Upon request, provide Claimant with a copy of the City of Calexico form.
4. Make the final recommendation to either settle or deny field claim.
D. Claims Adjusting Service: When notified by the Collection Chief Operator of a sewage spill that needs a claims adjuster, adjusting service will provide the following:
Notification to the potential claimant (owner or renter of site of the spill) of the adjuster's representation of the City.
2. Investigation of the claim.
Negotiation of the replacement of any damaged/removed floor covering, drapes or furniture.
•
4. Negotiation of the settlement of any remaining expenses claimed by the owner and/or renter of the property where spill occurred.
Make a recommendation to the Collection Chief Operator to either settle or deny the claim.
15 RECLAMATION
Managing Water in the West
Engineering and O&M
Guidelines for Crossings
Bureau of Reclamation Water Conveyance Facilities
(Canals, Pipelines, and Similar Facilities)
ORT OF TA STEROP
U.S. Department of the Interior
Bureau of Reclamation
Technical Service Center Exhibit D - 47 Pages
Denver, Colorado April 2008
Engineering and O&M
Guidelines for
Crossings
Bureau of Reclamation Water Conveyance Facilities
(Canals, Pipelines, and Similar Facilities)
Acronyms and Abbreviations
AASHTO American Association of State Highway and Transportation Official
AOE authorized operating entity
AWWA American Water Works Association
CFR. Code of Federal Regulations
CPS cathodic protection system
DOT Department of Transportation
HDD horizontal directional drilling
kV kilovolts)
MERL Materials Engincoring and Rcsearch Laboratory
O&M operations and maintenance
Reclamation Bureau of Reclamation
ROW right-of-way
WB-67 67-foot wheclbase
Contents
Page
1.0 Purpose...... 1
2.0 General Permit Information...
3.0 Engineering and O&M Review Considerations
3.1 Introduction
3.2 General. 2
3.3 Detectable Warning Tape ......
4.0 Specific Feature Review Guidelines
Bridges
Landscaping
Roadway Crossing 11
4.4 Storm Water Cross Drainage. 12
Subdivision 14
Utility Crossing 16
Casings 16
Overhead Line Crossing.. 16
Utility Crossing Reclamation's Canal 17
Utility Crossing Reclamation's Underground Pipelines 21
4.6.5 Utility Crossing Under Reclamation's Roadways 23
5.0 Cathodic Protection Requirements .... 23
5.1 Cathodically Protected Metallic Pipelines 23
5.2 Protective Coatings for Corrosion Control 25
References. 27
Glossary 29
Appendix A General Requirements for Installing Bored and Jacked Pipe Undercrossings
Appendix B Guidelines - Removal of Trees and Other Vegctative Growth of Rever d Operios and Naveyance Frogras Arendix 13
Examination Guidelines)
1.0 PURPOSE
These are general guidelines for Bureau of Reclamation (Reclamation) offices to follow when reviewing the engineering and operations and maintenance (O&M) factors in outside entity requests for authorization to cross (encroach upon) Reclamation lands that contain project features such as levees, canals, pipelines, or other water conveyance facilities owned or administered by Reclamation.
These guidelines include a general overview of the permitting process administered by Reclamation Lands Groups for allowing a particular use on lands where Reclamation holds a fee or an easement right-of-way interest. These engineering and construction recommendations are minimum guidelines for engineers to use in reviewing and evaluating these portions of the applications.
2.0 GENERAL PERMIT INFORMATION
obtain itse landrize iut erois Reclamatianage and and neater surfaces Manual LND 08-01. The apr
"Application for Transportation and Utility Systems and Facilities or Federal Lands," or similar forms in use at the local Reclamation office. The pmts/lands>.
Applicants can contact their local Reclamation office to discuss their proposed use before filing an application for a use authorization.
3.0 EngInEERInG AND O&M Review
CONSIDERATIONS
3.1 Introduction
Technical review of the crossing evaluates impacts on any existing Reclamation facility and does not determine the adequacy of the crossing design for the applicant's intended purpose.
The use authorization or consent document specifies criteria which, if followed, would not be deemed unreasonable interference. These review guidelines are strictly limited to those criteria which:
1 Engineering and O&M Guidelines for Crossings
When applications are requesting public use of trails and maintenance roads adjacent to or crossing Reclamation canals, these facilities should be fenced for safety to separate them from open canal water, except when Reclamation's ROW is used as a greenbelt and the applicant accepts legal hazard responsibility. Trails and maintenance roads should be fenced on an as-needed basis whenever such fencing is warranted for public safety, restricted access, security, etc. If a fence is allowed within Reclamation's ROW, Reclamation should approve the fence materials.
Any gates allowed within Reclamation's ROW should be at least 16 feet wide. Reclamation will be provided with full access through any fences or gates.
4. Reclamation pipeline or canal ROW, a "pothole excavation" should be made to determine the locations of any existing Reclamation and non- Reclamation facilities and their appurtenant features that may be affected. Potholing is the practice of digging test holes to expos underground utilities to determine the horizontal and vertical location of the utility.
•
All work within 18 inches of the facility should be done using hand-held process, but this presence in no way relieves the applicant or their contractor of responsibility.
The resultant elevation information should be delineated on the profile view and labeled as:
POTHOLED ELEVATION XX.X
Surface Elevation XX.X
The pothole excavation should be filled in, or a safety fence installed, prior to departing the site each day.
If Reclamation facilities need to be modified to avoid adverse impacts from the applicant's crossing facility, the applicant should be responsible for the cost of such modifications.
Engineering and O&M Guidelines for Crossings
The applicant and/or their contractor may be liable for all damages to Reclamation facilities and appurtenances as a result of construction and for any other damages or losses suffered by Reclamation or its water contractors, including power, irrigation, municipal and industrial water supply, and communication losses.
Trench excavation should comply with the most current Occupational Safety and Health Administration standards or Reclamation Hcalth and Safety Standards, whichever are more stringent. Trench backfill should be placed in 4- to 6-inch lifts if hand compacted or no more than 8-inch lifts if power compacted. Trench backfill within Reclamation's ROW should be compacted to 95 percent relative compaction (ASTM D 698, Standard Proctor) (or 90 percent of ASTM D 1557). Mechanical
11. Erosion control measures, including re-vegetation, should be implemented after completing construction.
storm water runoff both during and after construction.
13. The applicant should not divert surface runoff toward Reclamation canal or canal embankments. The 100-ycar storm" surface runoff should use detention basins outside of Reclamation's ROW. Lined drainage channels should be designed to transfer flow from the detention basins to the existing cross drainage facilities that drained the original area. Also refer to "4.4 Storm Water Cross Drainage."
14. Proposed temporary or permanent modifications to the existing cover over Reclamation pipelines should be subject to review and approval by Reclamation and/or AOE. Design parameters for roadway, parking lot, and driveway crossings over the pipe should also be subject to review and approval by Reclamation and/or AOE.
3 Subdivision or commercial development on the uphill side of canals that pave large areas and have large roof areas will greatly increase peak storm runoff-—-most city development requires retention basins. Applicants should provide the same retention basins that are required for similar development projects.
* Revise per Reclamation field office for specific canal if a higher storm frequency is required. 5 Engineering and O&M Guidelines for Crossings
c. For sewer and storm drain lines, the warning tape should be a 3-inch-wide green detectable tape imprinted with "CAUTION BURIED (type) LINE."
(type) LINE."
e. For telecommunications, telephone, and television conduits), the warning tape should be a 3-inch-wide orange detectable tape imprinted with "CAUTION BURIED (type) CONDUIT."
f. For electrical, street lighting, and traffic signal conduits), the warning tape should be a 3-inch-wide red detectable tape imprinted with "CAUTION BURIED (type) CONDUIT."
4.0 SPECIFIC FEATURE REVIEW GUIDELINES
4.1 Bridges
1. New bridge crossings (vehicular, pedestrian, and utility) should be perpendicular (between 70 and 90 degrees) to the centerline of the water conveyance facility and at locations approved by Reclamation and/or the AOE. Exceptions to the policy may be considered on an individual basis.
2. Public use bridges in urban areas should be spaced no closer together than 1/3 mile (about 4 blocks or 1,700 feet) apart. This is to ensure O&M operations are not overly restricted.
Bridge crossings should be of free span design. Consideration of any anticipated (known or ongoing) canal subsidence issues, anticipated raising of the canal lining, or anticipated increases in the canal's high water level should be made. The minimum vertical clearance between the bottom of the superstructure and the top of the canal lining should be 3 feet. For unlined canals, the vertical clearance may be measured to the high water level. If this minimum clearance is reduced by subsidence oi by future Reclamation modifications to the canal lining, the minimum clearance should be re-established at the applicant's expense. The minimum horizontal clearance from the face of the abutment to the top of the canal lining should be 5 feet. For unlined canals, the horizontal clearance may be measured to the high water level.
7 Engineering and O&M Guidelines for Crossings
• A list of material, equipment, and personnel with qualifications to be used during mitigation work
• A seal from a Professional Engineer on all relevant plans and drawings
6. The submitted plan drawings for the bridge should contain the following information:
a. Superstructure, abutments, railings, embankments, and drainage, including details and sections
b. Type of materials (concrete, steel, timber, etc.) used for different members
c. Details of cast-in-place foundation piles, if any, on both sides of the canal
d. The elevation of the bottom of the superstructure and the clearance botween the top of the canal lining (or high water level if unlined canal) to the superstructure or bottom of deck slab, whichever is lowest
Design loadings
f. Design standards on which the bridge is based (AASHTO, ctc.)
7. The calculations and specifications for the bridge should be submitted to Reclamation and/or AOE for review.
The right lane turn radius from the new road onto a Reclamation operating road should comply with the provisions of a 67-foot wheclbasc (WB-67) truck turning template in the AASHTO manual on Geometric Design of Highway and Streets.
9. Details of any proposed utilities to be attached to an existing bridge include:
a. Anchor bolt locations should not intercept the critical reinforcing steel of the bridge.
" The field office should adjust these provisions according to anticipated needs.
Engineering and O&M Guidelines for Crossings
3. The following may apply within Reclamation's ROW:
a. The easement may be used as a greenbelt upon Reclamation approval.
b. Ground cover and shrubs are permitted upon Reclamation approval.
Trees and vines should not be allowed. See Appendix B of Review of Operation and Maintenance Program Field
Examination Guidelines (reproduced as appendix B at the end of these guidclines).
4. All temporary or permanent changes in ground surfaces within Reclamation pipeline and canal ROW are considered encroaching structures and are handled as such. Earthfills and cuts on adjacont property should not encroach onto Reclamation pipeline and canal ROW.
Excavations of adjacent property (even property not within Reclamation's purview) within the projection of the Reclamation embanknent line may impact embankment stability and should be evaluated.
5. Permanent landscaping structures should not be allowed within the exterior limits of a Reclamation linear facility ROW (fee owned or easement).
6. Pressurized lawn and park sprinkler irrigation lines (3-inch maximum size) and isolation valves within Rcclamation easements that run parallel to a Reclamation pipeline should be installed at least 15 feet from the edge of the Reclamation pipcline.
Irrigating lawns and flower beds along canal embankments should not overwater the area or threaten the embankment stability.
4.3 Roadway Crossing
Note: This type of encroachment also includes parking areas and recreational trails.
1. The applicant should submit a grading plan as part of the application.
If the roadway crosscs a Reclamation pipeline system that has a cover pipc designation of "A," refer to "3.2 General."
11 Engineering and O&M Guidelines for Crossings
4. Urban runoff should not be allowed to enter into, or drain onto, Reclamation's land. All flows generated outside Reclamation's ROW should enter the storm drain system prior to entering Reclamation's ROW. Piped connections are preferred, but concrete-lined channels may be acceptable upon Reclamation's review.
The new crossing under a canal should be designed with 3 feet vertical clearance from the top of the cross drainage structure to the bottom of the canal (or liner). The structure should extend completely across Reclamation's ROW.
6. New overcrossings of the canal should have 2 feet of vertical clearance from the top of the liner and 2 feet of horizontal clearance from the support abutments to the outside edge of the canal lining. The 0&M road crossing of the cross drainage structure should be structurally capable of withstanding highway-legal vehicle loadings and provide at least 1 foot of cover in the roadway.
Pipe crossing barriers should be installed on all pipe overcrossings.
8. All drainage flow should be discharged to a downstream storm drainage system owned, operated, and maintained by a public agency (such as a city of county) or into areas such as channels, roadways, parks, wetland basins, or other non-private lands that can accept the concentrated flows from the drainagc crossing.
All drainage from upland property should be collected by the applicant's installed system of curbs and inlets within their property and discharged into a non-Reclamation public agency's drainage system.
10. New drainage system designs will not use ponding against the existing canal embankment for temporary detention of storm runoff that will not immediately pass through existing or new crossings.
Proposed permanent detention facilities adjacent to Reclamation's property should include enginecred fill beyond the canal ROW to provide, at a minimum, a fill-width maintenance access roadway betwcen the canal proporty and the basin. The applicant shall submit a geotechnical report verifying that the canal embankments can perform as detention basin embankments. The design should provide for sufficient freeboard to contain the 100-year event within the proposed basin adjacent to Reclamation's property and shall have adequate protection from seepage and erosion.
The ownership and related O&M of the embankments shall be the responsibility of the applicant requesting the crossing.
Engineering and O&M Guidelines for Crossings
b. Upon completion of grading for drainage and other work, fencing should be installed along the subdivision's boundary length of the adjacent ROW plus 150 feet beyond the
development's property boundary. The fence should be per project standards and at the applicant's expense.
c. The new fence should be located 1 foot outside of Reclamation's :
ROW. The fence location should be shown on the improvement plans.
4. Use of Reclamation pipeline casements as part of residential subdivision lots should not be allowed. Pipeline easements may be included within the subdivision greenbelt or similar use areas.
5. Drawings should include all proposed improvements (i.e., streets, utilities, landscaping, etc.) within, and adjacent to, Reclamation's ROW.
Trees or vines should not be allowed within a Reclamation pipeline or canal ROW. See Appendix B of Review and Operation and
Maintenance Program Field Examination Guidelines (reproduced as appendix B at the end of these guidelines).
7. Streets, roads, or parking areas using Reclamation casements may be permissible. All streets, roads, and parking surfaces should be asphalt or other flexible pavement. Depressed curbs or driveways should be provided for Reclamation vehicular access when new roads cross Reclamation pipelines or canals.
Where fencing is proposed within Reclamation easements, a minimum • . 16-foot-wide gate should be provided for Reclamation access.
9. Pipelines containing sewago, oil, gasoline, natural gas, or hazardous materials should only cross perpendicular (between 70 and 90 degrees) to the Reclamation pipeline or canal and be installed with the necessary safety measures and separation clearance as required in "4.6 Utility Crossing."
10. Electroliers, posts, etc. should be installed at the maximum distance possible from the edge of the pipeline or canal.
11. If crossing a Reclamation pipeline system that has "A" cover pipe designation, refer to recommendations in "3.2 General." 15 Engineering and O&M Guidelines for Crossings
3. A marker warning sign should be provided that shows the clearance and electrical line voltage. The warning sign should face oncoming traffic and state, "DANGER, HIGH VOLTAGE OVERHEAD."
4.6.3 Utility Crossing Reclamation's Canal
Utility crossings include open ditch laterals, subsurface and surface drains, levees, and similar facilities.
General Requirements:
Utilities crossing Reclamation canals should be designed to cross perpendicular (between 70 and 90 degrccs).
2. Pier construction in the canal for new utility crossing(s) should not be allowed. New utility crossings should be free span design.
Open cut crossings of Reclamation canals and ditches, when allowed, should require replacing linings to re-establish the original construction style and materials (i.e., disturbed concrete lining panels should be removed in their entirety and replaccd, membrane lining and earth or concrete protective cover should be re-constructed, gravel and canal under-drainage systems should be re-cstablished to full working order, etc.) Proposals should be submitted for approval with the crossing permit application.
4. For trench excavation and backfill requirements, refer to "3.2 Goneral." Boring and jacking of a utility through canal embankments or protective levees should not be permitted. Boring and jacking of a utility should be constructed through the embankment foundation materials. Applicants should make special design and construction considerations with bored rossings under canals containing water during construction. Among hese should be using proper bentonite slurry to scal the annulus spac between the utility conduit and the boring cavity from canal seepage.
Refer to appendix A for more details to be considered.
The applicant's drilling plan should cover:
a. Drilling inethods and equipment
b. Methods for preserving existing foundation inaterial c. Methods and equipment to determine the presence of quick soil conditions or scouring and caving
Engineering and O&M Guidelines for Crossings
(f) Grouting of the pipe annulus
(g) Backfilling of any excavated areas
(h) Repair and reinstatement of the construction staging areas A geotechnical report should be submitted with the application for review prior to approval of the proposed utility crossing.
Directional drilling under a canal may be considered if a minimum clearance of 25 feet to the bottom of the canal lining is maintained for tilities with less than a 24-inch outside diameter. Larger utilit rossings should be considered on an individual basis and may requil additional clearance from the bottom of the canal lining.
Cut and cover constructed utilities under Reclamation canals should have a minimum cover of 36 inches when within Reclamation's ROWs.
Bored construction utilities should have a minimum of 3 diameters cover.
8. Reclamation's ongoing O&M activities should not be disrupted during crossing construction. The primary or secondary operating road should be kept available for Reclamation use at all times:
9. Canal embankments should be re-built or repaired with materials and standards equal to or better than the existing embankments.
10. Drawings should be stamped and signed by a Professional Engineer and contain the following information:
a. Canal milepost or station at each proposed crossing, utility size and location, and type of utility or material transported b. Maximum utility operating pressure, type of pipe, joints, wall thickness, maximum test pressure, and description of test procedures
c. Type of sleeve/casing (when allowed) including diameter, joints, and wall thickness
d. For utilities attached to a bridge or an overchute, details showing the structure name, superstructure, abutments, embankments, protective dies meture, fatih me therating ed witics, and structural calculations
Engineering and O&M Guidelines for Crossings
Attaching Utilities to Bridges and Overchutes:
Note: Reclamation does not guarantee the long-term availability of bridges or overchutes as support devices for utility crossings because they may require structural modifications or alterations to accommodate widening, repairs, subsidence offsets, etc., to such an extent that service may be interrupted or stopped. Reclamation may determine the bridge is no longer required and may remove it. In that event, the owner/operator of cach utility attached to a bridge or an overchute may be required to re-locate or permanently remove their utility at their own expense.
Spocific details for attaching utilities to bridges are:
a. Utilities should not be placed on the bridge deck.
b. Anchor bolt locations should not intercept the critical reinforcing steel of the bridge.
c. Utilities should be placed and anchored under bridge decks between girders and through utility openings, if they are present. The utility should be placed off center in the utility opening, if possible, to allow for future utility additions.
d. If an expansion joint is used in the pipeline, it should be placed near the bridge deck expansion joint.
e. Holes through bridge concrete or abutment and retaining walls for passage of utilities may be allowed and should be core drilled. The annular space between the utility and core hole surface should be completely filled with an elastomeric sealant to prevent loss of material or water piping from behind the wingwalls and abutments.
f. Calculations showing the effects of the weights of the proposed utilities on the load carrying capacity of the bridge should be submitted for Reclamation review.
g. Intermediate supports for the utility should withstand the seismic conditions of the bridge.
4.6.4 Utility Crossing Reclamation's Underground Pipelines
1. The applicant should submit the procedures, excavation plans, schedules, as well as type and weight of the construction equipment to be used for crossing the Reclamation pipcline.
21 Engineering and O&M Guidelines for Crossings
7. Detectable warning tape may be required over trenched utilities. (Refer to "3.3 Detectable Warning Tape.")
For trench excavation and backfill requirements, refer to "3.2 General."
9. Embankments should not be permitted within Reclamation's ROW where underground pipeline exists.
4.6.5 Utility Crossing Under Reclamation's Roadways
1. The applicant should supply typical cross sections that show existing ground surface elevations, utility trench invert elevations, and utility details.
2. For trench excavation and backfill requirements, refer to "3.2 General."
3. Conduits with diameters up to 24 inches should be bored and jacked underneath pavements. Larger conduits may be considered on an individual basis. Pavement or road surfaces should not be cut unless an acceptable detour, if required, is approved. The cover over the conduits) when within Reclamation's ROWs should be a minimum of 36 inches. (Refer to "3.2 General.")
4. Unless otherwise approved, the applicant should replace existing Reclamation roads and parking surfaces that are removed or damaged by the applicant's construction activities in accordance with provisions in the latest edition of the applicable State DOT Standard Specifications.
5. If existing road embankments are to be widened, the work should be conducted in accordance with the provisions of embankment construction in the applicable State DOT Standard Specifications.
6. Detectable warning tape may be required over buried utilities. (Refer to "3.3 Detectable Warning Tape.")
5.0 CATHODIC PROTECTION REQUIREMENTS
5.1 Cathodically Protected Metallic Pipelines
Unless approved in writing by Reclamation, metallic pipelines or those containing metallic reinforcement (e.g., reinforced concrete) installed within Reclamation's ROW should have a suitable bonded dielectric coating (see "5.2 Protective Coatings for Corrosion Control") and be cathodically protected. Impressed current cathodic protection rectifiers and deep-well anode systems should not be 23 Engineering and O&M Guidelines for Crossings
5.2 Protective Coatings for Corrosion Control
1. Atmospheric Exposed Pipe
The coating should be a high build modified aluminum epoxy mastic primer and top coated with a high build aliphatic urethane. The type of coating should be listed in the submitted plans and specifications.
Information should include the surface preparation and the thickness of the coating to be applied.
2. Buried Pipe
The type of coating may vary from project to project due to geology and soil corrosivity and should be considered on an individual basis. The type of coating should be listed in the submitted plans and specifications.
Information should include the surface preparation and the thickness of the coating to be applied.
25 Engineering and O&M Guidelines for Crossings
REFERENCES
Application for Transportation and Utility Systems and Facilities on Federal Lands, <http://www.ntia.doc.gov/FROWsite/SF-299_2006.pdf>.
Application for Use of Reclamation Project Land and Wator Surfaces, <http://www.usbr.gov/pmts/lands/>.
Bureau of Reclamation Right-of-Use Application, <http://www.usbr.gov/pmts/ lands/FINAL7-2540-5-06ExpDate03312009.pdf>.
California Department of Water Resources - Encroachment Permit Guidclines.
Central Arizona Project, Reach 11 Guidclincs.
GP Region Billings MT - Standard Crossing & Clearance Requirements, Utility Lines and Cables, drawing 40-600-51. The office also uses a Preliminary Project Description Form and a Special Use Permit.
NACE, International RP 0169, "Standard Recommended Practice - Control of External Corrosion on Underground or Submerged Metallic Piping Systems." PN Region Burley ID - Overhead and underground crossing clearances.
Policy on Geometric Design of Highway and Strocts, American Association of State Highway and Transportation Officials (AASHTO), Fifth Edition, 2004.
Reclamation, 2005. Preliminary drawing 103-D-1700 that provides general requirements for installation of crossings, June 2005.
Reclamation Manual, Directive and Standards LND 08-01, Land Use Authorizations, <http://www.usbr.gov/recman/Ind/Ind08-01.pdf>.
Title 29 CFR, Part 195.
U.S. Army Corps of Engineers - Engineering and Design, Design and Construction of Levees EM 1110-2-1913, 30 Apr 2000, CECW-EG Washington, DC 20314-1000.
27 Engineering and O&M Guidelines for Crossings
GLOSSARY
Bored and jacked - This terminology is a general way of referring to a family of trenchless methods.
Bridge, class A - Vehicular bridge used by the public. May or may not be owned by the Bureau of Reclamation.
Consent Document Permit - Permit required across fee-owned lands.
Detention basin - An artificial flow control structure used to contain flood water for a limited period of a time, thereby providing protection for areas downstrcam.
Detention basins provide a way to reduce storm peak flows, while retention basins hold water for an extended period of time. These basins are generally a part of a larger engineered flood water management system.
Electroliers - A branching frame, often of ornamental design, used to support electric illuminating lamps.
Pothole excavation - See potholing.
Potholing - The practice of digging test holes to expose underground utilities (e.g., cables) to determine the horizontal and vertical location of these utilities.
Trenchless methods - Procedures for installing pipe without using traditional rench cut and cover methods. These trenchless methods may be referred to a ›ore and jack, tunneling, horizontal directional drilling, and microtunncling among others.
Water conveyance facility - Canal, ditch, pipeline, drain, levee, open or closed laterals, and similar facilities and their associated appurtenant features. 29 Appendix A
General Requirements for Installing
Bored and Jacked Pipe Undercrossings
Bored and Jacked Under the Canal - This terminology is a general way of referring to a family of trenchless technologies. Similar guidance to the requirements listed below should be followed no matter what method is used for installation.
1. Installing a lone carrier pipe (without casing) is encouraged. Refer to "4.6 Utility Crossing," and "4.6.1 Casings" for information on cautions of using casings around metallic carrier pipe.
2. Plans must show carrier/casing pipe type, diameter, and thickness.
Casing pipes should be steel pipe (American Water Works Association [AWWA] C-200) and have 1/4-inch minimum wall thickness.
Applicants should provide the type of carrier pipe and appropriate bell dimensions for said carrier pipe to verify annular clearances.
3. When installing pipe while the canal is unwatered, a minimum of 3 pipe diameters or 60 inches of clearance (whichever is greater) between the top of the pipe and the bottom of the canal must be maintained.
However, 72 inches or more clearance is recommended.
4. Provide a minimum of 3 inches of clearance between the carrier and casing pipes at all points (including bells).
A bulkhead or effective sealing device should be provided at both ends of each casing pipe to seal the annular space between the two pipes.
Vent pipe should be included to allow ventilation and reduce the risk of condensation buildup and flooding.
6. As a result of the installation process, an annular void is usually created around the outside of the casing pipe. Provisions should be made to pressure grout or effectively seal (e.g., bentonite slurry) this void space.
7. Requirements below are provided to establish minimums for determination of the length of pipe to be installed. It is strongly recommended that pipes be installed perpendicular (between 70 and 90 degrees) to the canal alignment. Regardless, the pipe must extend completely through the Bureau of Reclamation's (Reclamation) right-of- way (ROW). Theses minimums do not relieve the applicant's engineer from perforning an onsite investigation or other work to determine local conditions that may require additional pipe length.
Jacking pit configuration, location, and length of pipe to be installed should be based on the following parameters:
a. One operating road shall remain open to vehicular traffic at all times.
A-1
Appendix B
Guidelines - Removal of Trees and Other
Vegetative Growth from Earth Dams,
Dikes, and Conveyance Features
Excerpted from: Review of Operation and Maintenance
Program Field Examination Guidelines
APPENDIX B
GUIDELINES
REMOVAL OF TREES AND OTHER VEGETATIVE GROWTH
FROM EARTH DAMS, DIKES, AND CONVEYANCE FEATURES*
End on of are and one sign leper eclaim en on agent to carol demoliter. (O&M) activities.
3. To prevent damage to the structures due to root growth, such as shortened seepage paths through embankments; voids in embankments from decayed roots or toppled trees; expansion of cracks or joints of concrete walls, canal lining, or pipes; and plugging of perforated or open-jointed drainage pipes.
To discourage animal/rodent activity (by eliminating their food source and habitat), thereby preventing voids within embankments and possible shortened seepage D. To allow adequate flow-carrying capability of water conveyance channels (e.g., spillway inlet and outlet channels; open canals, laterals, and drains).
The growth of trees and
control is generally the most cost effective means of avoiding potential adverse effects on these structures from their continued growth. Control efforts may consist of applying herbicides, spraying, cutting, and/or removing the trees or undesirable vegetation.
Suggested clearance zones (areas of control) adjacent to these structures are provided within these guidelines. Concerted efforts should be made to maintain these clearance zones. However, site-specific conditions, such as landscaping, accessibility, erosion susceptibility of material in the area, type of abutment material, original construction clearance zone, right-of-way easement, etc., may influence the necessity or success of these control efforts.
Should trees and/or other significant vegetation become established, proper O&M of earth embankment dams, dikes, and conveyance features, may require their discriminate removal. During the Review of Operation and Maintenance examination for the facility or system, the examiners should use these guidelines, along with their experience and professional judgment, to evaluate the need for removal of such established growth. is not considered to be detrimental and therefore does not require removal, sufficient justification should be provided during the examination and included within the associated report to support that determination.
• Enclosure to memorandum dated April 26, 1989, from Manager, Project Operation Services Staff, to all Regional Directors, Subject: Revised Guidelines — Removal of Trees and Other Vegetative Growth From Earth Dams, Dikes, and Conveyance Features.
B-1
6. Associated cut slopes adjacent to open canals and laterals should be kept clear of vegetation which, if toppled and/or uprooted, could affect operations or O&M access.
B-3