1. Barnegat Township - Ocean County Department of Planning

Transcription

1. Barnegat Township
Component of the Ocean County Wastewater Management Plan
Replacing All Previously Adopted Wastewater Management Plans
Submitted By
The Ocean County Board of Chosen Freeholders | January 8, 2015
Approved By
The New Jersey Department of Environmental Protection |
Prepared By
The Ocean County Department of Planning
129 Hooper Avenue, P.O. Box 2191
Toms River, NJ 08754-2191
(732) 929-2054
Ocean County Wastewater Management Plan
Table of Contents
LIST OF TABLES .............................................................................................................................................................................. 3
LIST OF MAPS ................................................................................................................................................................................. 3
I. OVERVIEW OF MUNICIPALITY .................................................................................................................................................. 4
II. ENVIRONMENTAL AND OTHER LAND FEATURES ................................................................................................................ 4
III. EXISTING INFRASTRUCTURE AND AREAS SERVED BY WASTEWATER FACILITIES ........................................................ 5
EXISTING AREAS SERVED BY WASTEWATER FACILITIES ..................................................................................................................... 5
AREAS TO BE SERVED BY WASTEWATER FACILITIES .......................................................................................................................... 5
SEPTIC SYSTEMS (INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEMS) ........................................................................................ 5
EXISTING AREAS SERVED BY PUBLIC WATER SUPPLY FACILITIES ........................................................................................................ 6
IV. ON-SITE, NON-INDUSTRIAL WASTEWATER FACILITY TABLES .......................................................................................... 6
V. FUTURE WASTEWATER AND WATER DEMAND ................................................................................................................... 9
MUNICIPAL ZONING ........................................................................................................................................................................ 9
CALCULATING FUTURE WASTEWATER AND WATER SUPPLY NEEDS AND CAPACITY ............................................................................. 9
MUNICIPAL DEMAND PROJECTIONS (NON-URBAN) .........................................................................................................................10
FUTURE WASTEWATER FROM SEWER SERVICE AREAS .....................................................................................................................10
SEPTIC SYSTEM DEVELOPMENT WITHIN THE SEWER SERVICE AREAS .................................................................................................10
FUTURE WASTEWATER OUTSIDE OF SEWER SERVICE AREAS .............................................................................................................11
Formula: Calculating New Septic Non-Residential Units ..................................................................................................... 11
NITRATE DILUTION ANALYSIS ..........................................................................................................................................................11
PUBLIC WATER SUPPLY AVAILABILITY............................................................................................................................................. 12
VI. MAPPING REQUIREMENTS .................................................................................................................................................... 12
2
List of Tables
Table Title
1
2
3
4
5
6
7
8
9
10
11
Environmental Features
Status of Municipal Ordinances
NJPDES - Brighton at Barnegat Mobile Home Park
NJPDES - Long Beach RV Resort
NJPDES - Pinewood Estates Mobile Home Park
Summary of Zones
Wastewater Flow Directed to OCUA Facilities
Additional Development at Build Out (Sewer)
Additional Development at Build Out (Septic)
Nitrate Target
Public Water Purveyor Capacity
Page
4
5
6
7
8
9
10
10
11
11
12
List of Maps
Map
Title
1
2
3
4
5
6
Delta
Environmental Features
Existing Sewered Area
Adopted Sewer Service Area
Municipal Zoning
Regional Planning Area
Water Supply
Significant Changes
Page
13
14
15
16
17
18
19
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I. Overview of Municipality
The Township of Barnegat is located in the southern central portion of Ocean County,
fronting on Barnegat Bay to the east. All land west of the Garden State Parkway is within the
Pinelands Comprehensive Management Plan Area. Barnegat’s original town center is located to the
east of the Parkway, and features many 19th century homes and a number of commercial buildings
of similar age. More recent commercial development is located along Route 9 and West Bay Avenue.
There are several age restricted retirement communities located west of the Parkway and several
other large residential developments to the east.
In 2010, the U.S. Census Bureau estimated Barnegat Township’s total population as 20,936.
The same year, the Census documented 9,085 housing units, of which 957 were vacant. 521 of these
vacant units were counted as seasonal vacancies. NJTPA projects that Barnegat’s population will
grow by 22.27% by the year 2035, to a total of 26,936 people. The municipal wastewater conveyance
infrastructure is capable of handling seasonal fluctuations and future growth in population.
II. Environmental and Other Land Features
Map 1 depicts the environmental features that are required for determining future sewer
service areas. In accordance with NJDEP policy, only existing development and vacant land that is
not affected by regulated environmental constraints may be included in the sewer service area.
Fronting on Barnegat Bay, a large portion of Barnegat Township’s land east of Route 9 is
covered by wetlands, including emergent wetlands in the municipality’s easternmost marshes. Most
of this low lying area has been incorporated into the Edwin B. Forsythe Wildlife Refuge. Additional
wetlands are present along stream corridors in the western portions of the municipality. Most of the
land west of the Garden State Parkway is forested, and much of the western third of the Township
lies within Natural Heritage Priority Sites. There is no preserved agricultural land in Barnegat.
Table 1 provides a breakdown of the Township’s land area where further growth is
constrained by environmental features. In accordance with NJDEP policy, the Township maintains a
number of Ordinances intended to protect these environmentally sensitive features. Table 2 provides
a listing of the municipal plans and ordinances required for consideration in designating sewer
service areas in accordance with NJDEP policy. A more detailed description of the NJDEP policies
governing the designation of sewer service areas is included in the County Document of this WMP.
Table 1: Environmental Features
Environmental Feature
Wetlands
Public Open Space/Recreational Areas
Habitat T&E
Natural Heritage Priority Sites
Riparian Zones
Preserved Agriculture
Surface Water
Acreage
Percent of Municipality
5,457.35
11,201.71
18,478.90
3,940.05
1,689.42
0.00
3,974.90
21.17%
43.46%
71.69%
15.29%
6.55%
0.00%
15.42%
4
Table 2: Status of Municipal Ordinances
Ordinance
Zoning
Master Plan
Stormwater [County - MSWMP]
Riparian Zone
Septic System Maintenance
Dry Conveyance
Septic Connections
*complies with NJAC 7:15
Code
Date Adopted
Article II, Chapter 55-6
7/5/2005
4/26/2011
2/20/1990 [3/18/2008]
10/4/2010
N/A
N/A
9/1/2001
Article XXI, Chapter 55-320
Article II, Chapter 55-28*
N/A
N/A
Article V, Chapter 55-126.15
Source: http://www.barnegat.net/code-books/barnegat-township-land-use-code-book/
III. Existing Infrastructure and Areas Served By Wastewater Facilities
All existing development in Barnegat east of the Garden State Parkway is connected to the
existing sewer system. Wastewater is collected through the Township’s lateral lines, which connect
to an OCUA interceptor that runs roughly along 7th Street, south to north, beginning near the
municipal boundary with Stafford Township. This interceptor continues northward to Birdsall Street,
where it converts to a force main and continues along Main Street. At the intersection of Main Street
and Route 9, the force main converts back to an interceptor and follows the course of Route 9 to the
Ocean-Indianola Lift Station (CPS-8) located at the Ocean Township municipal boundary. From there,
wastewater is conveyed to the CWPCF in Berkeley Township.
Wastewater generated in a portion of the Township located west of the Garden State
Parkway is directed to the SWPCF in Stafford Township, via connection to Stafford Township’s
municipal collection system. In OCUA’s original master plan, all of Barnegat Township west of the
Garden State Parkway was in the Southern Planning Area. Since then, several amendments to the
Ocean County WQMP have realigned the boundaries of the Southern and Central Planning Areas
west of the Garden State Parkway to facilitate the easiest means of connection for several
developments. The current boundaries of OCUA’s planning areas are shown in Map 5.
Existing Areas Served By Wastewater Facilities
Map 2 presents the areas actively served by existing wastewater facilities. “Sewered Areas”
denotes that collection lines exist in the indicated areas and that these properties are either
connected, or have all regulatory approvals necessary to be connected. Sewer service areas may
include industrial businesses that discharge process and/or sanitary wastewater to the collection
system for treatment by a facility not owned by that business.
Areas to Be Served By Wastewater Facilities
Map 3 presents the adopted sewer service area. East of the Garden State Parkway there are
461.66 acres of developable land divided into 457 residential lots and 68 commercial lots. There is no
industrial development in the Township. All development west of the Garden State Parkway is under
the jurisdiction of the Pinelands Commission. Local zoning is presented in Map 4, while Map 5
displays the boundaries of both the Pinelands and CAFRA.
Septic Systems (Individual Subsurface Sewage Disposal Systems)
All of the developed and developable land located east of the Garden State Parkway is
included in the designated sewer service area. West of the Garden State Parkway, recent
development in the Pinelands Regional Growth Area is included in the sewer service area, while the
remainder is usually served by septic systems. These developments proceed under the jurisdiction of
5
the Pinelands Commission in accordance with their regulations. Because Barnegat is a non-urban
municipality according to NJDEP standards, a nitrate dilution model analysis has been conducted
(See Section V). The Delta Map displays the changes to Barnegat’s sewer service area.
Existing Areas Served By Public Water Supply Facilities
Barnegat Township’s public drinking water is diverted from the Atlantic City 800-Foot Sand
Aquifer via six wells. The system is operated by the Barnegat Township Water and Sewer Utilities,
and is capable of pumping 8.352 MGD. Map 6 shows Barnegat’s current potable water conveyance
system. The area covered by blue cross-hatching denotes that distribution lines exist, and that these
properties are either connected to the corresponding public water purveyor or have all regulatory
approvals necessary to be connected with no further review.
IV. On-Site, Non-Industrial Wastewater Facility Tables
There are three small developments located in the Southern Planning Area of the Township
that are served by NJPDES permitted facilities with discharge to ground water greater than 2,000
GPD. The Facility Tables for these three systems are provided in Tables 3, 4, and 5:
Table 3: NJPDES - Pinewood Estates Mobile Home Park
1. Existing or Proposed facility:
2. NJPDES Permit Number:
3. Discharge Type:
4. Receiving Water or Aquifer:
5. Classification of Receiving Water:
6. Owner of Facility:
7. Operator of Facility:
8. Co-Permittee of Facility:
9. Location of Facility:
a. Municipality & County:
b. Street Address:
c. Block(s) and Lot(s):
10. Location of discharge:
a. Longitude:
b. Latitude:
11. Present Permitted Flow:
12. Summary of Population Served:
Total
13. Summary of Wastewater Flows:
Barnegat Township
Residential
Commercial
Industrial
Inflow/Infiltration
Total
Existing
NJG0064823
Discharge to groundwater
Kirkwood Formation
N/A
Rissman Investment Company
Arnold Taranto, Licensed Operator
N/A
Barnegat Township, Ocean County
Route 72
Block 86, Lot 2
74 deg. 19 min. 14.69 sec. west
39 deg. 45 min. 32.73 sec. north
0.113 MGD
Present (2010)
Build Out (2035)
Population Served
Population Served
642*
642
Present (2010)
Build Out (2035)
Wastewater Flow
Wastewater Flow
0.023 MGD*
0.023 MGD
0.023 MGD
0.023 MGD
*Estimate provided by Pinewood Estates
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Table 4: NJPDES - Brighton at Barnegat Mobile Home Park
3. Discharge Type:
b. Street Address:
a. Longitude:
b. Latitude:
Total
Barnegat Township
Residential
Commercial
Industrial
Inflow/Infiltration
Total
Existing
NJG0084361
Kirkwood Formation
N/A
Hometown Brighton At Barnegat, LLC
Hometown America Management, LLC
N/A
35 Brighton Road, Route 72
Block 85, Lots 1.01, 1.02; Block 86, Lots 3.01, 3.02
0.055 MGD
Present (2010)
Build Out (2035)
Population Served
Population Served
481*
481
Present (2010)
Build Out (2035)
Wastewater Flow
Wastewater Flow
0.036 MGD**
0.036 MGD
0.036 MGD
0.036 MGD
*Estimate provided by Kathy Collins
**Estimate based on 75 gallons per day per person
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Table 5: NJPDES - Long Beach RV Resort
3. Discharge Type:
b. Street Address:
a. Longitude:
b. Latitude:
Total
Barnegat Township
Total
Residential
Commercial
Industrial
Inflow/Infiltration
Existing
NJG0132560
Kirkwood Formation
N/A
Carefree RV Resorts
Carefree Property Management, LLC
N/A
30 Route 72
Block 90, Lot 14.01
0.015 MGD
Present (2010)
Build Out (2035)
Population Served
Population Served
Approximately 765*
Approximately 765
Present (2010)
Build Out (2035)
Wastewater Flow
Wastewater Flow
0.012 MGD**
0.012 MGD
0.012 MGD
0.012 MGD
*There are 255 sites which vary in occupancy, as per Barbara Shackelford. None of the sites have sewer hook-ups.
**This estimate assumes full occupancy (3 people per site for all 255 sites), contributing 15 gallons per day through use of
shower and bathroom facilities, plus 580 gallons per day from the laundry facility, plus 327 gallons per day from the main
lodge (0.100 gallons per square foot per day). As such, 11475 + 580 + 327 = 12382 gallons per day, or 0.012 MGD.
8
V. Future Wastewater and Water Demand
Municipal Zoning
Table 6: Summary of Zones
Zone Name
Zone Description
Municipal
Area (ac)
Available
Land (ac)
C-M
CN
C-PHD
CV
M-H
ML 1
ML 2
ML 3
ML 4
ML 5
PA
PF
PI
PV
PW
R-10
R-15
R-20
R-40
R-6
R-7.5
RC
RC-7.5
RH
RL
RL/AC
RM
R-MF
CC
TC
Marine Commercial
Neighborhood Commercial
Commercial Planned Highway Development
Village Commercial
Mobile Home Residential
Residential
Residential
Residential
Multifamily Residential
Multifamily Residential
Preservation Area
Preserved Forest Pinelands
Planned Industrial
Pinelands Village
Preserved Waterfront
Residential
Residential
Residential
Residential
Residential
Residential
Residential Conservation
Residential Cluster
Residential High
Residential Low
Residential Low/Adult Community
Residential Medium
Residential Multifamily
Commercial Core – Overlay
Town Center – Overlay
65.14
275.35
358.86
173.78
156.46
159.34
114.78
72.5
34.74
5.64
5,687.41
4,465.35
558.68
53.07
7,445.60
57.12
22.11
875.56
474.14
435.45
395.36
347.45
316.99
541.12
62.24
1,908.92
166.07
289.56
42.28
812.93
0.41
152.79
148.3
19.89
30.92
104.97
83.73
37.76
4.29
1.66
614.37
2,090.92
226.24
39.44
6.61
3.93
4.99
186.22
146.34
17.23
12.39
187.73
56.18
208.53
5.6
993.27
6.84
8.28
9.69
148.33
“Municipal Area” includes both developed and undeveloped parcels. “Available Land”
parcels are those where no development exists and the land has not been restricted by regulation or
dedicated open space or agricultural preservation programs.
Calculating Future Wastewater and Water Supply Needs and Capacity
Using the information provided above regarding existing wastewater and water supply
facilities, sewer service area delineation, environmentally sensitive areas, and municipal zoning to
formulate growth projections, an analysis of wastewater and water supply demands was performed
to determine whether existing infrastructure capacity or zoning is the constraining factor. Where
zoning is more restrictive than wastewater and water supply capacity and does not conflict with the
environmentally sensitive areas, no further action is needed. Where the demand projections exceed
available wastewater treatment or water supply capacity, either the projections must be reduced
(such as through a reduced sewer service area or reduction in zoning density) or capacity increased.
9
Table 7: Wastewater Flow Directed to OCUA Facilities
CWPCF
Source
(MGD)
Existing Flow
Projected Residential
Projected Commercial
Total Future Planning Flow
1.230
1.096
0.374
2.700
SWPCF
Source
(MGD)
Existing Flow
Projected Residential
Projected Commercial
Total Future Planning Flow
0.024
0.088
0.000
0.112
Municipal Demand Projections (Non-Urban)
Following NJDEP protocol for determining urbanized areas, Barnegat Township was found to
be non-urban. In non-urban municipalities, it is anticipated that development of vacant land will be
the predominant factor in determining future wastewater treatment needs. Further, because
external market and economic forces, such as interest rates, are a dominant factor in determining
the rate of construction, this analysis assesses the ability to provide wastewater treatment while
protecting surface and ground water quality for the entire projected build-out allowable by zoning.
Future Wastewater from Sewer Service Areas
In designated sewer service areas, the following features have been removed prior to the
application of zoning to the undeveloped land area because they are unlikely to generate
wastewater in the future: wetlands, riparian zones, permanently preserved farmland, permanently
preserved open space, and cemeteries. The existing zoning is then applied to the remaining
developable land area within the sewer service areas to project a build-out condition for use in
estimating the future wastewater management needs of each sewer service area. The build-out data
is then converted to a projected future wastewater flow by applying the planning flow criteria from
N.J.A.C. 7:14A based on the type of development projected.
Table 6 provides a breakdown of the acreage of land available for development (i.e., either
undeveloped or underdeveloped, and not constrained due to environmentally sensitive areas) by
Planning Area, based on the build-out analysis.
Table 8: Additional Development at Build Out (Sewer)
Planning Area
Developable
Area (Acres)
Residential Area
(Acres)
# of Units
Residential
Commercial Area
(Square Feet)
Central
1,703.09
1,530.69
3,653.56
7,509,976.73
Southern
283.06
283.06
291.75
0.00
Septic System Development within the Sewer Service Areas
Individual subsurface sewage disposal systems (ISSDS) for individual residences can only be
constructed in depicted sewer service areas if legally enforceable guarantees are provided, before such
construction, that use of such systems will be discontinued when the depicted sewer service becomes
available. This applies to ISSDS that require certification from the Department under the Realty
Improvement Sewerage and Facilities Act (N.J.S.A. 58:11-23) or individual Treatment Works Approval or
New Jersey Pollutant Discharge Elimination System Permits (under N.J.A.C. 7:14A). It also applies to ISSDS
10
which require only local approvals. Barnegat Township’s municipal ordinance applicable to septic
connection was adopted in 2001 (See Table 2).
Future Wastewater Outside of Sewer Service Areas
All lands not mapped within the sewer service area are designated as septic areas, and must
demonstrate that the zoning meets the nitrate planning standard of 2 mg/L on a HUC11 basis. The
total acreage available for future septic development was determined through GIS analysis by
subtracting the sewer service area, developed parcels, NJPDES permitted sites, and all
environmentally sensitive lands including critical habitat, wetlands, and riparian zones. The total new
septic units allowable under current zoning regulations were then determined by applying each
zoning district’s density standards to the developable septic area parcels. Commercial acreage was
converted to units by first expressing acreage as square feet, then applying the following formula:
Formula: Calculating New Septic Non-Residential Units
New Septic Non-Residential Units = ((Square Feet) x (Building Lot Coverage)) x (0.125 Gallons/Day)
500
The results of this analysis, which are further broken out by HUC11, are as follows:
Table 9: Additional Development at Build Out (Septic)
HUC 11
Residential
Area (Acres)
# of Units
Residential
Commercial
Area (Acres)
# of Units
Commercial
Total
Acres
Total New
Units
02040301110
368.89
299.63
138.51
301.67
507.40
601.30
02040301120
42.22
127.58
7.38
40.21
49.60
167.79
02040301130
482.01
670.72
102.17
270.07
584.18
940.79
02040301180
932.46
664.64
62.83
342.10
995.29
1,006.74
1,825.58
1,762.57
310.89
954.05
2,136.47
2,716.62
Totals
Nitrate Dilution Analysis
To determine the number of additional septic units each HUC11 can accommodate, the
County utilized a nitrate dilution model developed by the NJDEP, which like the septic build out
calculations, also involved GIS analysis. The nitrate dilution analysis was performed in similar fashion
except that preserved land and publicly owned open space were included in the build-out analysis.
This is due to the fact that while these areas will not be developed, they still contribute to the
dilution of nitrate in groundwater. Factors such as marginal soils or topography for all lands were
taken into consideration when calculating the maximum average density allowable.
This analysis used NJDEP’s nitrate-nitrogen target of 2 mg/L, with the assumption that all
ammonium and other nitrogen compounds are converted to nitrate within the property, and that
the nitrate concentrations dilute evenly across the HUC11. These assumptions are implicit in the
nitrate dilution model developed by the NJDEP. The results of the nitrate dilution analysis are shown
in the following table:
Table 10: Nitrate Target
HUC 11
Septic Density
Acres
New Units Nitrate
Dilution
New Units
Zoning
02040301110
02040301120
02040301130
02040301180
4.6
5.8
5.0
4.5
429.53
419.16
597.06
8,096.76
93.38
72.27
119.41
1,799.28
601.30
167.79
940.79
1,006.74
11
The Township, the County of Ocean, and the NJDEP are aware of the discrepancy between
current municipal zoning regulations and nitrate dilution capacity in Barnegat's portions of HUC11s
02040301110, 02040301120, and 02040301130. However, rezoning or other restrictions on future
septic development in these areas may not be necessary. For the purposes of this analysis, it is
inconsequential if one municipality's zoning exceeds its allocation, provided that the larger HUC11
does not exceed the total sustainable development. This is the case in each of these three HUC11s;
the cumulative number of non-sewered units allowed by current municipal zoning throughout the
HUC11s, inclusive of Barnegat Township, are less than each HUC11’s total capacity for development
while maintaining optimal nitrate dilution. Information on these HUC11s’ septic build out projections,
including zoning and assimilative capacity for each component municipality, is presented in the
County Document of this WMP.
Public Water Supply Availability
Public water purveyance infrastructure is presently capable of providing potable water to the
Township’s residents in excess of daily, monthly, and yearly demands. Current infrastructure capacity
will continue to prove sufficient in the foreseeable future.
Table 11: Public Water Purveyor Capacity
Barnegat Township Water and Sewer Utilities
Daily (MGD)
Monthly (MGM)
Capacity Peak Surplus Capacity
Peak
Surplus
6.912
5.568
1.344
154.000
140.109
Source: NJDEP Division of Water Supply & Geoscience
13.891
Yearly (MGY)
Capacity
Peak
Surplus
1,162.000
1,019.560
142.440
VI. Mapping Requirements
Please see the following pages for all municipal mapping requirements.
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Legend
Natural Heritage Priority Sites
Roads
Emergent Wetlands (Rank 3)
Emergent Wetlands (Rank 4)
Wetlands
Forest (Rank 3)
Forest (Rank 4)
Forest (Rank 5)
7
6
5
4
539
72
¬
®
Surface Water
OCEAN TWP
7
6
5
4
532
7
6
5
4
534
72
9
£
¤
¬
®
“Loc ations of future pump stations, major interceptors, and trunk sewers are being provided for general informa tion only and will not
serve as the ba sis for any future consistency determinations or permit reviews unless the pump station, major interceptor or trunk sewer is part of
a State or federally funded project.”
7
6
5
4
534
“Pursuant to N.J.A.C. 7:15, Riparian zones are: 300 feet from top of bank (or centerline of a first orde r stream where no bank is
apparent) for waters designated as Categor y One and all upstream tributaries within the same HUC 14; 150 feet for waters designated Trout
Production and a ll upstream waters; 150 feet for water designa ted Trout Maintenance and all upstream waters within one linear mile as measured
along the length of the regulated water; 150 feet for any segments of water flowing though a n area that contains documented ha bitat for a
threatened or endangered species of plant or animal, which is critically dependent on the surfac e water body for survival, and all upstream waters
(including tributa ries) within one linea r mile as mea sured along the length of the surface water body; 150 feet for waters that run through acidproducing soils, and; 50 feet for all waters not designated as C1, trout waters, critically water dependent Threat ened and/or Endangered Species
Ha bitat, or associated with acid soils.
Surface waters that are designated Category One are listed in the Surface Water Quality Standards at N.J.A.C . 7:9B. The Department's
"Surface Water Quality Standards" GIS data layer was utilized to determine these waters. The applicable 300 foot buffer has been applied to these
waterwa ys and removed from the proposed sewer service areas on the mapping. Lesser width buffers have not been graphically r em oved from the
sewer service area but are not proposed for sewer service. [Counties may map out the lesser with buffers also but the 300’ buffers are the
minimum, the lesser buffers are removed during the build-out analysis.] Jurisdictional determinations by the Department will be utilized t o
determine the extent of the sewer service area on individua l lots.
9
£
¤
Furthermore, compliance with the riparian zone standard has been demonstrated by the adoption of municipal Ripa rian Corridor
Ordinances, which have been updated to be in compliance with the Flood Hazard Control Act Rules (N.J.A.C. 7:13) and Wa ter Quality
Management Rules (N.J.A.C. 7:15), was adopted on 06/10/1974.”
“All existing, new, or expanded industrial pretreatment facilities requiring Signific ant Indirect User (SUI) per mits and/or Trea tment
Works Approvals, and which are located within the specified sewer servic e area, are deemed to be consistent.”
"Pre-existing grant conditions and requirements (from Federal and State grants or loa ns for se werage facilities) which provide for
restriction of sewer service to environmentally sensitive areas, are unaffected by adoption of this WMP and complianc e is required. Please see
municipal WMP Chapters for the existence of any applicable environmentally sensitive areas in which Federal 201 grant limitations prohibit the
extension of sewer service”.
“Individual subsurface sewage disposal systems (ISSDS) for individual residences can only be constructed in depicted sewer service
areas if legally enforceable guarantees are provided, before such c onstruction, that use of such systems will be discontinued when the depicted
sewer service becomes available. This applies to ISSDS that require c ertification from the Department under the Realty Improvement Sewerage
and Facilities Act (NJSA 58:11-23) or individual Treatment Works Approva l or New Jerse y Pollutant Discharge Elim ination System Permits
(under NJAC 7:14A). It also applies to ISSDS which require only local a pprovals. Com pliance with the connection requirement has been
demonstrated through the adoption of Borough of Ba rnegat municipal code Article V, Chapter 55-126.15.”
"Development in areas mapped as wetlands, flood prone areas, suitable habitat for endangered and threatened species as identified on
the Department’s Landscape Maps of Habitat for Endangered, Threatened and Other Priority Wildlife as Rank 3.4. and 5, Natural Heritage
Priority Sites, riparian zones, steep slopes, or designated river areas may be subject to special regulation under Federa l or State statutes or rules,
and interested persons should check with the Department for the latest information. Depiction of environmental features shall be for general
information purposes only, and shall not be construed to define the legal geogra phic jurisdiction of suc h statutes or rules”
“Areas located within the watershed of a Freshwater One (FW1) stream, as classified in the Surface Water Quality Standards, and/or
that have Class 1-A ground wa ter (Ground Water of Specia l Ecological Significance), as classified in the Ground Water Quality Standards, are
identified as "Non-degradation water area based on the Surface Water Quality Standards at N.J.A.C. 7:(B, and/or the Ground Water Quality
Standards at N.J.A.C. 7:9-6". Where this requirement has been studied and reviewed a s part of the WMP process this classification appears on
Map #3. Non-degradation water a reas shall be maintained in their natural state (set aside for posterity) and are subject to restrictions including,
but not limited to, the following: 1) DEP will not approve any po llutant discharge to ground water nor approve any human a ctivity which results
in a degradation of natural quality except for the upgrade or continued operation of existing fac ilities serving existing development. For
additional information please see the Surface Water Quality Sta ndards at N.J.A.C. 7:9B, and/or the Ground Water Quality Standards at N.J.A.C.
7:9-6."
“For fa cilities (including but not limited to sewer connections, sewer extensions and on -site treatment plants) which are located in the
Pinelands Area, as defined at N.J.S.A. 13:18A-11, the approval of the Pinelands Commission pursuant to the requirements of the Pinelands
Comprehensive management Plan (CMP) is required prior to construction. All facilities and activities included within this WM P should be
consistent with the requirements of the CMP.”
“Proposed developments tying into existing and proposed sewer service areas which require coastal permits must demonstrate
compliance with all applicable sections of the C oastal Zone Management rules inc luding, but not limited to, Wetlands (N.J.A.C . 7:7E-3.27),
Wetlands Buffers (N.J.A.C. 7:7E-3.38), Secondary Impacts (N.J.A.C. 7:7E-6.3), Public Facility Use Policies (N.J.A.C 7:7E-7.6), Water Quality
(N.J.A.C. 7:7E-8.4), Ground Water Use (N.J.A.C. 7:7E-8.6) and the policies under General Land Areas rules, Subchapters 5, 5A and 5B.”
0
Prepared by: Ocean County Department of Planning, September 2012
Sources: New Jersey Department of Environmental Protection
3,000
6,000
µ
1 inch = 8,000 feet
12,000 Feet
BARNEGAT TOWNSHIP
OCEAN COUNTY, NJ
MAP 1
ENVIRONMENTAL FEATURES
SANITARY SUBSURFACE DISPOSAL (T1)
NJPDES
PINEWOOD ESTATES
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CC(
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M L 4(
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R6(
R esidential)
Historic District
M L 5(
R7.
5(
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TC(
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P
A(
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RM F(
CM (
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PF(
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nservation)
CPHD(
CommercialPlanned Highway Development)
PI (
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dustrial)
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5(
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PV (
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tialHigh)
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Preserved W aterfront)
RL (
R esidentialL ow)
MH(
M o
bile Home R esidential)
R10(
R esidential)
R L/
AC(
R esidentialL ow/
AdultCommunity )
M L 1(
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R15(
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RM (
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M L 2(
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R20(
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M L 3(
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R40(
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f
a S tate o
rfederally funded project.
”
9
£
¤
7
6
5
4
534
“
Pursuant toN.
J
.
A.
C.7:
1
5,R iparianz
o
nes are:3
00feet fro
m top o
f bank(
orcenterline of a first orderstream where n
oban
kis
apparent)fo
rwaters designated as Catego
ry On
e an
d all upstream tributaries withinthe same HUC 1
4;1
50feetforwaters designated Tro
ut
Pro
ductio
nand allupstreamwaters;1
50feetfo
rwaterdesign
ated TroutM ain
ten
ance and allupstream waterswithinon
e lin
earmile asmeasured
along the len
gth o
f the regulated water;1
50feet forany segments of water flowing tho
ugh anarea that co
ntain
s do
cumen
ted habitat fora
threaten
ed oren
dangered speciesof planto
ran
imal,which iscritically dependento
nthe surface waterbo
dy fo
rsurvival,and allupstream waters
(
in
cluding tributaries)withinon
e linearmile as measured alon
g the len
gth o
f the surface waterbody ;1
50feet fo
rwatersthat runthro
ugh acidpro
ducin
g so
ils,an
d;50feetfo
rallwatersno
tdesignated asC1,troutwaters,critically waterdependentThreatened and/
o
rEndangered S pecies
Habitat,
orasso
ciated with acid soils.
S urface watersthatare design
ated Category One are listed inthe S urface W aterQ uality S tan
dardsatN.
J
.
A.
C.
7:
9B.
The Department'
s
"
S urface W aterQ uality S tan
dards"GIS data lay erwasutiliz
ed todetermine these waters.The applicable 30
0foo
tbufferhasbeenapplied tothese
waterwaysan
d removed fro
m the pro
po
sed sewerservice areasonthe mapping.L esserwidth buffershave n
otbeengraphically remo
ved fromthe
sewerservice area but are no
t propo
sed forsewer service.[Coun
ties may map out the lesserwith buffers alsobut the 30
0’ buffers are the
min
imum,the lesser buffers are remo
ved durin
g the buildo
ut analy sis.
]J
urisdiction
al determin
ations by the Departmen
t will be utiliz
ed to
determin
e the ex ten
to
f the sewerservice area onin
dividuallo
ts.
9
£
¤
F
urthermore,co
mplian
ce with the riparianz
o
ne standard has beendemo
nstrated by the ado
ptio
nof municipal R iparianCorrido
r
Ordin
ances,which have beenupdated tobe incompliance with the F
lo
od Haz
ard Co
ntro
l Act R ules (
N.
J
.
A.
C.7
:
1
3)an
d W ater Q uality
M anagementR ules(
N.
J
.
A.
C.7:
1
5)
,
wasadopted o
n0
6/
10
/
1
97
4.
”
“Allex istin
g,new,orex pan
ded in
dustrialpretreatmen
t facilities requiring S ign
ificant Indirect User(
S UI)permitsand/
o
r Treatment
W ork
sAppro
vals,
and which are lo
cated withinthe specified sewerservice area,
are deemed tobe co
nsisten
t.
”
"
Preex istin
g gran
t con
dition
s and requirements (
fro
m Federal and S tate gran
ts o
r lo
an
s fo
r sewerage facilities)which provide fo
r
restrictio
nof sewerservice toen
viron
mentally sensitive areas,are unaffected by ado
ptio
no
f this W M Pan
d co
mplian
ce isrequired.Please see
mun
icipalW M PChaptersforthe ex istence of any applicable en
viron
mentally sen
sitive areasinwhich Federal 2
01grantlimitatio
nspro
hibitthe
ex ten
sio
no
f sewerservice”.
“Individualsubsurface sewage disposalsystems (
IS S DS )fo
rin
dividualresidencescanon
ly be con
structed indepicted sewerservice
areasif legally enfo
rceable guarantees are provided,befo
re such co
n
struction
,that use o
f such systems will be disco
ntin
ued whenthe depicted
sewerservice becomesavailable.ThisappliestoIS S DS thatrequire certificationfro
m the Departmen
tun
derthe R ealty Impro
vemen
tS ewerage
and Facilities Act (
NJ
S A5
8:
11
23)o
rindividualTreatment W ork
s Appro
valorNew J
ersey Pollutan
t Discharge Eliminatio
nS ystem Permits
(
un
derNJ
AC7:
14
A)
.It alsoapplies toIS S DS which require o
nly lo
cal appro
vals.Co
mpliance with the con
nectio
nrequirement has been
demo
nstrated thro
ugh the ado
ptio
nof Bo
rough o
f Barn
egatOrdin
ance (
19
75
37
9A1)
.
”
"
Develo
pmen
tinareasmapped aswetlan
ds,flo
o
d pron
e areas,suitable habitatfo
ren
dan
gered an
d threatened speciesasidentified on
the Department’s L an
dscape M aps of Habitat fo
r Endangered,Threatened and Other Priority W ildlife as R an
k3
.
4.an
d 5,Natural Heritage
Prio
rity S ites,riparianz
ones,steep slo
pes,ordesign
ated riverareasmay be subjecttospecialregulationunderFederalo
rS tate statutesorrules,
and in
terested perso
nssho
uld checkwith the Department fo
rthe latest info
rmatio
n.Depictio
nof en
viron
mental features shall be fo
r general
in
formatio
npurpo
seson
ly,an
d shallno
tbe co
nstrued todefine the legalgeo
graphic jurisdictio
no
f such statutesorrules”
“Areaslo
cated withinthe watershed o
fa F
reshwaterOn
e(
FW 1)stream,asclassified inthe S urface W aterQ uality S tandards,and/
o
r
thathave Class 1
Agro
und water(
Ground W aterof S pecialEcologicalS ignifican
ce)
,as classified inthe Gro
und W aterQ uality S tandards,are
identified as "
Non
degradatio
nwater area based onthe S urface W ater Q uality S tan
dards at N.
J
.
A.
C.7:
(
B,an
d/
o
rthe Ground W aterQ uality
S tan
dardsat N.
J
.
A.
C.7:
96
"
.W here thisrequiremen
t hasbeenstudied an
d reviewed aspart o
f the W M Ppro
cess this classificationappearson
M ap #3
.No
ndegradationwaterareas shallbe maintain
ed intheirnaturalstate (
setaside forposterity)an
d are subject torestrictio
nsin
cluding,
butno
tlimited to
,the fo
llowing:1
)DEPwilln
otappro
ve any pollutantdischarge togro
un
d watern
orapprove an
y humanactivity which results
ina degradatio
no
f natural quality ex cept for the upgrade o
r co
ntin
ued operationof ex isting facilities serving ex istin
g development. Fo
r
additio
nalinfo
rmationplease see the S urface W aterQ uality S tan
dardsatN.
J
.
A.
C.7
:
9
B,an
d/
o
rthe Gro
un
d W aterQ uality S tan
dardsatN.
J
.
A.
C.
7:
96
.
"
“F
orfacilities(
in
cluding butn
otlimited tosewerco
nnectio
ns,sewerex tensio
nsand o
nsite treatmen
tplants)which are lo
cated inthe
Pin
elan
ds Area,as defined at N.
J
.
S.
A.1
3:
1
8A1
1,the appro
val o
f the Pin
elan
ds Co
mmissio
npursuant tothe requirements o
f the Pin
elan
ds
Comprehen
sive management Plan(
CM P)is required prio
r tocon
structio
n.All facilities an
d activities in
cluded withinthis W M Pshould be
con
sistentwith the requirementsof the CM P.
”
“
Propo
sed develo
pments tying intoex istin
g and pro
posed sewer service areas which require coastal permits must demo
nstrate
compliance with all applicable sectio
ns of the Co
astal Z on
e M an
agementrules in
cluding,but no
t limited to
,W etlands (
N.
J
.
A.
C.7:
7E3.
27
)
,
W etlandsBuffers (
N.
J
.
A.
C.7:
7E3.
3
8)
,S eco
ndary Impacts(
N.
J
.
A.
C.7:
7E6.
3)
,Public Facility Use Po
licies(
N.
J
.
A.
C7:
7E7.
6)
,W aterQ uality
(
N.
J
.
A.
C.7:
7
E8
.
4
)
,Gro
und W aterUse (
N.
J
.
A.
C.7
:
7
E8
.
6
)and the policiesun
derGeneralL and Areasrules,S ubchapters5,
5Aand 5
B.
”
0
Prepared by :OceanCounty Departmentof Planning,S eptember2012
S ources:Townshipof Barnegat;OceanCounty Tax Board
2,
950 5,
900
µ
1inch =8,
000feet
1
1,
800Feet
BAR NEGATTOW NS HIP
OCEANCOUNTY ,NJ
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1. Barnegat Township - Ocean County Department of Planning

Transcription

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