HomeMy WebLinkAboutPU-SR-01PUBLIC UTILITIES STAFF REPORT
Harnett County, North Carolina
Planning Department
108 E. Front Street, Lillington, NC 27546
Phone: (910) 893-7525 Fax: (910) 893-2793
Development
Name: Spout Springs Church Addition
Property Description
PIN(s):
9585-71-9377.000
Acreage:
30.32
acres
Address/SR No.:
346 HM Cagle Drive
Water
Public water available
for this development (via )
Water capacity available for this development
Nearest water line location (Road name & SR#): HM Cagle
Nearest water line size: 8inch
Fire flow available
for this development
Lines permitted under DENR Permit: (DEH Serial Number)
Sewer
Public sewer available for this development (via )
Sewer capacity available for this development
Nearest
sewer line location (Road name & SR#):
Nearest sewer line size: 12inch
Lines permitted under DENR Permit: (DWQ Serial Number)
Additional Requirements
As-Built Record Drawings Ye
s No N/A
Cost Statement for water improvements Yes No N/A
Cost Statement for sewer improvements Yes No N/A
Professional Engineer’s Certifications for water/sewer
extension Yes No N/A
Final Plat & As-Built Record Drawings are identical Yes No N/A
DOT Encroachment Agreement Yes No N/A
Distance to nearest water/sewer
lines noted (Site Plan Only) Yes No N/A
Master Plan submitted for additional phases if intended Yes No N/A
Ballot
REVIEWER: Shane Cummings Date: 4/1/2013
VOTE:
CONDITIONS:
SHORT TERM:
-The water and sewer usage calculations should follow NCDENR DWQ 2T Rules NCDENR PWS 15A 18C Rules. These usages should be added to the site plan.
-Note should be added
to the site plan if a licensed utility contractor is to install the services for water and sewer.
-HCDPU utility notes must be included on the site plan.
-NC-one Call must be added to
the site plan cover sheet.
-The sanitary sewer service for the existing proerty is a 4inch lateral according to records. A 4inch service will not suffice for the proposed flow from this
facicity in conjunction with the existing church flow. A new service will be needed.
-The service material on the public side should be SDR 35 PVC
-HCDPU maintenance ends at the easement
line and do not continue on the private property.
-The water service should be relocated to the end of the paved road surface.
-Water and sewer capacity fees must be paid prior to services
being activated on the property.
-Utility construction plans must be submitted to HCDPU for review and approval.
-The water and sewer usage calculations should follow NCDENR DWQ 2T Rules NCDENR PWS 15A 18C Rules. These usages should be added to the site plan.
-Note should be added to the site
plan if a licensed utility contractor is to install the services for water and sewer.
-HCDPU utility notes must be included on the site plan.
-NC-one Call must be added to the site plan
cover sheet.
-The sanitary sewer service for the existing proerty is a 4inch lateral according to records. A 4inch service will not suffice for the proposed flow from this facicity in
conjunction with the existing church flow. A new service will be needed.
-The service material on the public side should be SDR 35 PVC
-HCDPU maintenance ends at the easement line and
do not continue on the private property.
-The water service should be relocated to the end of the paved road surface.
-Water and sewer capacity fees must be paid prior to services being
activated on the property.
-Utility construction plans must be submitted to HCDPU for review and approval.
LONG RANGE:
Please visit www.harnett.org/utilities for more information on
the approval process.
The developer and the utility contractor must jointly provide HCDPU a one (1) year warranty on all water and sewer improvements installed to serve these lots.