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Home My WebLink AboutVOICE OF TRUTH TABERNACLE - PDP200011 - SUBMITTAL DOCUMENTS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTS 3201 East Mulberry, Unit Q – P.O. Box 1518 • Fort Collins, Colorado 80522 Phone (970) 498-0604 •Fax (970) 498-0701 •www.boxeldersanitation.org September 13, 2021 April 27, 2022, written response to Round 2 comments Attachments: • Waterfield Fourth Filing Phasing Plan Todd Sullivan City of Fort Collins Planning P.O. Box 580 Fort Collins, CO 80522-0580 RE: Case Number: PDP2000011 Title: Voice of Truth Tabernacle – 3rd Review Owner/Applicant: Owner Contact: Tito Moieira Parcel Number(s): Boxelder Sanitation District (BSD) has reviewed the Voice of Truth Tabernacle – PDP as: Plat and Utility Plans for Voice of Truth Tabernacle. The District hereby advises as follows:  There is no objection to this proposal.  Responses required to comments below.  The District will respond at the hearing date of ______________. Comments: 1) The proposed sewer is shown connecting to a manhole in Violet Cress within Waterfield 4th Filing. This manhole has not been constructed since the subdivision has not been constructed. The sewer in Violet Cress does not have a stub planned so it will be necessary to coordinate how this sewer is extended across Timberline with the developer of Waterfield. It is still not clear to us how the sewers construction will be coordinated with Waterfield 4th Filing. R. We realize we need to coordinate the sanitary sewer with Waterfield Fourth and Northern Engineering. We have coordinated with Northern Engineering during design and tried to coordinate providing a sewer main stub with Waterfield Fourth to the east for Voice of Truth to tie into. But were unsuccessful. It is our intent to coordinate with Waterfield Fourth during their Phase 6 construction to not only provide a stub to the east, but to construct the sewer line to North Timberline Road. Our project would pay for that additional installation. See discussion under item 3 regarding Waterfield Fourth Phasing and see Waterfield Fourth Phasing Plan attached. Z:\V-Clients\Voice of Truth Tabernacle (Tito Moreira) - Copy\2978-01-18 Voice of Truth Tabernacle Sub\Documents\04-27-2022 Round 3 re- submittal\Boxelder Sanitation District\04-27-2022 response to 3rd review 09-13-2021.doc R. We have added data to our Supplement Note 16 on the Utility Plan Cover Sheet regarding possible construction sequencing scenarios, cost responsibilities and coordination with Waterfield Fourth. 2) Provide information showing that the proposed grade on the sewer in Timberline can be extended under the Larimer & Weld Canal in the future. R. Please refer to the North Timberline Road Plan and Profile sheet (Sheet 10). The sanitary sewer can easily extend to and under the Larimer and Weld Canal in the future. 3) It is still not clear to the District if a “temporary” on- site disposal system will be constructed for the or the initial phase of the project. We could not find any information of about what is to be installed initially and what triggers the next phase, which as we assume would require the construction of the sewer system. If this is to happen, we will also need some agreement that spells out the conditions of when the future connection is made and more information on what is temporary. R. There is no public sanitary sewer service to the Voice of Truth site at this time. An interim On-site Wastewater Treatment System (OWTS) will be used until such time as public sanitary sewer service is provided. Waterfield Fourth to the west of this site has been approved by the City of Fort Collins. We have coordinated with Northern Engineering and tried to coordinate providing a sewer main stub with Waterfield Fourth to the east for Voice of Truth to tie into. But were unsuccessful. Waterfield Fourth has not started construction yet. Our opinion is that the temporary OWTS will be in service for quite some time because Waterfield Fourth is intended to develop in phases and the manhole we propose tying into will not occur until Phase 6. Please refer to attached Waterfield Fourth Phasing Plan provided to us by Northern Engineering. Our intent at this time is to install the sewer service in the parking lot since it is under paving and delay sewer main construction from Waterfield Fourth until Waterfield Fourth Phase 6 construction begins. We have added data to our Supplement Note 16 on the Utility Plan Cover Sheet regarding possible construction sequencing scenarios, cost responsibilities and coordination with Waterfield Fourth. We reference this note in several locations throughout the plan set. An agreement with Boxelder is being prepared now. Thank you for the sample. R. On a personal note, it seems like Waterfield Fourth should have the same responsibility to service future development and they should have extended the sewer line to North Timberline. It does not appear they were asked to show that sewer will ultimately get under the Larimer and Weld Canal. 4) We received a drawing (sheet 7 of 19) dated July 2021. That drawing shows a 4-inch service line connecting to MH- A2. This is the first time a 4-inch service has been shown. We understand that the sewer service is part of the property owners private service and BSD has not responsibility for that service. However, the 4- inch service is shown with a 0.50% slope. Standard slope for sewer service line is ¼ inch per foot (2%). Also, the drawing needs to be revised to show the connection downstream of the MH, not at the MH. R. The sewer service slope has been revised to 2% and the service connection is now shown downstream of the manhole. 5) Provide Boxelder Standard Notes to the drawings. R. Boxelder standard notes have been added to the Utility Plans. Please refer to Sheet 3. Z:\V-Clients\Voice of Truth Tabernacle (Tito Moreira) - Copy\2978-01-18 Voice of Truth Tabernacle Sub\Documents\04-27-2022 Round 3 re- submittal\Boxelder Sanitation District\04-27-2022 response to 3rd review 09-13-2021.doc Please feel free to contact me if you have any questions. Sincerely, Brian Zick, P.E. District Manager H2O WV WV WV WV WV H2OV.P. TESTSTA V.P.V.P. H2O H2OWV VAULT CABLE TELE TESTSTA WVWV S VAULT CABLE S D D TELE S VAULT ELEC ELEC ELEC V.P. ELECBRKR ELEC ELEC S S S H2O WV GAS H2O TESTSTA GAS HY DW WV WV WVWVWV WV WV V.P.CS H2OTESTSTA W VAULT ELEC VAULT ELEC WV WVWV ELEC ELEC ETGAS VAULT ELEC CVAULT ELEC SS SS SS SSSSSSEX X X XXXXXXXXXXXXXXOHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE HY D GGGGGGGGGGGGGGGGGGW W W W W W W W W W W W W W W W W W WWWWTELE W GAS TELE RR H2O WV WV WV H2O SWVWVWV W SS WWIRRIRRWWWWWWWWWWWWH2O GAS GAS H2O IRRDD DWWW W W W W W W WWWWWWWWWWWWWWW W W W W W W W W WWVD WWWWWWWWWK AND M COMPANY PO BOX 449 FORT COLLINS, CO 80522 PARKER LAND INVESTMENTS LLC 9162 KENWOOD CT HIGHLANDS RANCH, CO 801263425 WEISS DONALD D/ BEVERLY A 1924 E. VINE DR. FORT COLLINS, CO 80524 POUDRE SCHOOL DISTRICT 2407 LAPORTE AVE FORT COLLINS, CO 80521 CITY OF FORT COLLINS 300 LAPORTE AVE FORT COLLINS, CO 80521 BULL RUN LTD PARTNERSHIP 5575 DTC PKWY STE 250 GREENWOOD VILLAGE, CO 80111 DIVISION SEVEN SYSTEMS 8 GIBBS RD LARAMIE, WY 80207 OPPIE VERA N PO BOX 302 LAPORTE, CO 80535 K AND M COMPANY PO BOX 449 FORT COLLINS, CO 80522WEISS DONALD D/ BEVERLY A 1924 E. VINE DR. FORT COLLINS, CO 80524 K AND M COMPANY PO BOX 449 FORT COLLINS, CO 80522 TIMBERVINE FARM LIMITED PARTNERSHIP PO BOX 272546 FORT COLLINS, CO 80527 VOICE OF TRUTH TABERNACLE 1132 SAWTOOTH OAK CT FORT COLLINS, CO 80525 RYK JOE 1506 GLEN HAVEN DR. FORT COLLINS, CO 80526 HOLTER GEORGE A 3509 S MASON ST FORT COLLINS, CO 80525 PLOOG BARRY L PO BOX 967 BOULDER, CO 80306 JONES LEONARD L & ROMA K 2616 E. VINE DR FORT COLLINS, CO 80524 MARK WHITE 132 JENNINGS LN JOHNSTOWN, CO 80534 PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 1 PHASE 1 PHASE 1 KEYMAP RR RR SUNIGA DRIVE N TIMBERLINE ROADSheetWATERFIELD FOURTH FILINGThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 167 C1.08PHASING PLAN12 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 0 1 INCH = 150 FEET 150 150 300 450 E LEGEND: UD PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY EDGE OF GRAVEL EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER PROPOSED UNDERDRAIN PROPOSED RIGHT OF WAY SSEXISTING SANITARY SEWER PROPOSED SANITARY SERVICE WEXISTING WATER LINE PROPOSED ELECTRIC MAIN PROPOSED WATER SERVICE 8" WPROPOSED 8" WATER LINE ELEC HY DFE SPROPOSED FIRE HYDRANT EXISITNG ELECTRIC BOX EXISTING FIRE HYDRANT EXISTING FES EXISTING WATER VALVE WV PROPOSED BUTTERFLY VALVE PROPOSED WATER VALVE STEXISTING STORM SEWER GPROPOSED GAS MAIN PROPOSED SANITARY SEWER W12" WPROPOSED 12" WATER LINE SWPROPOSED PIPE DEFLECTION NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 5.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. VAULTPROPOSED ELECTRIC VAULTS