BFDF_-_NOI_rev 1 .pdf
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- Solicitation number
- W912P4-11-R-0016
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NOTICE OF INTENT
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New York State Department of Environmental Conservation
Division of Water
625 Broadway, 4th Floor
Albany, New York 12233-3505
NOTICE OF INTENT
All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required.
-IMPORTANT-
RETURN THIS FORM TO THE ADDRESS ABOVE
OWNER/OPERATOR MUST SIGN FORM
Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-10-001
Owner/Operator Information
Owner/Operator Contact Person Last Name (NOT CONSULTANT)
Owner/Operator Contact Person First Name
Owner/Operator Mailing Address
City
State Zip
Phone (Owner/Operator)
Fax (Owner/Operator)
Email (Owner/Operator)
Owner/Operator (Company Name/Private Owner Name/Municipality Name)
NYR
(for DEC use only)
FED TAX ID
- (not required for individuals)
1358331598
1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at:
www.dec.ny.gov/imsmaps/stormwater/viewer.htm
Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and choose "i"(identify). Then click on the center of your site and a new window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function.
X Coordinates (Easting) Y Coordinates (Northing)
Project Site Information
Project/Site Name
Street Address (NOT P.O. BOX)
City/Town/Village (THAT ISSUES BUILDING PERMIT)
State Zip
County
Name of Nearest Cross Street
Distance to Nearest Cross Street (Feet) Project In Relation to Cross Street
North South East West
2. What is the nature of this construction project?
New Construction
Redevelopment with increase in imperviousness
Redevelopment with no increase in imperviousness
Section-Block-Parcel Tax Map Numbers
Side of Street
North South East West
DEC Region
Tax Map Numbers
1863331599
3. Select the predominant land use for both pre and post development conditions.
SELECT ONLY ONE CHOICE FOR EACH
8. Do you plan to disturb more than 5 acres of soil at any one time?
9. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site.
Existing Land Use
FOREST
PASTURE/OPEN LAND
CULTIVATED LAND
SINGLE FAMILY HOME
SINGLE FAMILY SUBDIVISION
TOWN HOME RESIDENTIAL
MULTIFAMILY RESIDENTIAL
INSTITUTIONAL/SCHOOL
INDUSTRIAL
COMMERCIAL
ROAD/HIGHWAY
RECREATIONAL/SPORTS FIELD
BIKE PATH/TRAIL
LINEAR UTILITY
PARKING LOT
OTHER
Future Land Use
SINGLE FAMILY HOME
SINGLE FAMILY SUBDIVISION
TOWN HOME RESIDENTIAL
MULTIFAMILY RESIDENTIAL
INSTITUTIONAL/SCHOOL
INDUSTRIAL
COMMERCIAL
MUNICIPAL
ROAD/HIGHWAY
RECREATIONAL/SPORTS FIELD
BIKE PATH/TRAIL
LINEAR UTILITY (water, sewer, gas, etc.)
PARKING LOT
CLEARING/GRADING ONLY
DEMOLITION, NO REDEVELOPMENT
WELL DRILLING ACTIVITY *(Oil, Gas, etc.)
OTHER
Yes No
Pre-Development Post-Development
4. Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law ? Yes No
Yes No
5. Is this a project which does not require coverage under the General
Permit (e.g. Project done under an Individual SPDES Permit, or department approved remediation)?
Yes No
6. Is this property owned by a state authority, state agency, federal government or local government?
A B C D
Number of Lots
Total Site Acreage
Acreage To Be Disturbed
Existing Impervious Area Within Disturbed
Future Impervious Area Within Disturbed
7. In accordance with the larger common plan of development or sale, enter the total project site acreage, the acreage to be disturbed and the future impervious area (acreage)within the disturbed area. Round to the nearest tenth of an acre.
*note: for gas well drilling, non-high volume hydraulic fractured wells only
7387331596
Name
10. Is this a phased project? Yes No
11. Enter the planned start and end dates of the disturbance activities.
Start Date
End Date
12. Identify the nearest, natural, surface waterbody(ies) to which construction site runoff will discharge.
12a. Type of waterbody identified in Question 12?
Wetland / State Jurisdiction On Site (Answer 12b)
Wetland / State Jurisdiction Off Site
Wetland / Federal Jurisdiction On Site (Answer 12b)
Wetland / Federal Jurisdiction Off Site
Stream / Creek On Site
Stream / Creek Off Site
River On Site
River Off Site
Lake On Site
Lake Off Site
Other Type On Site
Other Type Off Site
12b. How was the wetland identified?
Regulatory Map
Delineated by Consultant
Delineated by Army Corps of Engineers
Other (identify)
13. Has the surface waterbody(ies) in question 12 been identified as a 303(d) segment in Appendix E of GP-0-10-001?
14. Is this project located in one of the Watersheds identified in Appendix C of GP-0-10-001?
Yes No
Yes No
15. Is the project located in one of the watershed areas associated with AA and AA-S classified waters? If no, skip question 16.
Yes No
9155331591
18. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, culverts, etc)?
19. What is the name of the municipality/entity that owns the separate storm sewer system?
Yes No Unknown
20. Does any runoff from the site enter a sewer classified as a Combined Sewer? Yes No Unknown
16. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed?
Yes No
21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ?
22. Does this construction activity require the development of a SWPPP that includes Water Quality and Quantity Control components (Post-Construction Stormwater Management Practices) (If No, skip questions 23 and 27-35)
23. Have the Water Quality and Quantity Control components of the SWPPP been developed in comformance with the current NYS Stormwater Management Design Manual ?
Yes No
Yes No
Yes No
17. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent area?
Yes No
6222331593
SWPPP Preparer
Contact Name (Last, Space, First)
Mailing Address
City
State Zip
Phone
Fax
Signature
Date
First Name
Last Name
MI
SWPPP Preparer Certification
24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by:
Professional Engineer (P.E.)
Soil and Water Conservation District (SWCD)
Registered Landscape Architect (R.L.A)
Certified Professional in Erosion and Sediment Control (CPESC)
Owner/Operator
Other
I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-10-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings.
4262331595
26. Select all of the erosion and sediment control practices that will be employed on the project site:
Biotechnical
Brush Matting
Wattling
Other
25. Has a construction sequence schedule for the planned management practices been prepared? Yes No
Brush Matting
Dune Stabilization
Grassed Waterway
Mulching
Protecting Vegetation
Recreation Area Improvement
Seeding
Sodding
Straw/Hay Bale Dike
Streambank Protection
Temporary Swale
Topsoiling
Vegetating Waterways
Vegetative Measures
Check Dams
Construction Road Stabilization
Dust Control
Earth Dike
Level Spreader
Perimeter Dike/Swale
Pipe Slope Drain
Portable Sediment Tank
Rock Dam
Sediment Basin
Sediment Traps
Silt Fence
Stabilized Construction Entrance
Storm Drain Inlet Protection
Straw/Hay Bale Dike
Temporary Access Waterway Crossing
Temporary Stormdrain Diversion
Temporary Swale
Turbidity Curtain
Water bars
Temporary Structural
Debris Basin
Diversion
Grade Stabilization Structure
Land Grading
Lined Waterway (Rock)
Paved Channel (Concrete)
Paved Flume
Retaining Wall
Riprap Slope Protection
Rock Outlet Protection
Streambank Protection
Permanent Structural
5911331597
27. Indicate all Stormwater Management Practice(s) that will be installed/constructed on this site:
Micropool Extended Detention (P-1)
Wet Pond (P-2)
Wet Extended Detention (P-3)
Multiple Pond System (P-4)
Pocket Pond (P-5)
Ponds
Filtering
Surface Sand Filter (F-1)
Underground Sand Filter (F-2)
Perimeter Sand Filter (F-3)
Organic Filter (F-4)
Bioretention (F-5)
Other
Dry Swale (O-1)
Wet Swale (O-2)
Infiltration Trench (I-1)
Infiltration Basin (I-2)
Dry Well (I-3)
Underground Infiltration System
Infiltration
Shallow Wetland (W-1)
Extended Detention Wetland (W-2)
Pond/Wetland System (W-3)
Pocket Wetland (W-4)
28. Describe other stormwater management practices not listed above or explain any deviations from the technical standards.
29. Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice(s) been developed?
If Yes, Identify the entity responsible for the long term Operation and Maintenance
Yes No
Open Channels
Wetlands
Rain Garden
Cistern
Green Roof
Stormwater Planters
Permeable Paving (Modular Block)
Alternative Practice Verified Proprietary Practice Hydrodynamic
Wet Vault
Media Filter
Post-Construction Stormwater Management Practices
Water Quality and Quantity Control
Important: Completion of Questions 27-35 is not required if response to Question 22 is No.
0199331590
IMPORTANT: For questions 31 and 32, impervious area should be calculated considering the project site and all offsite areas that drain to the post-construction stormwater management practice(s). (Total Drainage Area = Project Site + Offsite areas)
32. Pre-Construction Impervious Area - As a percent of the Total Drainage Area enter the percentage of the existing impervious areas before construction begins.
33. Post-Construction Impervious Area - As a percent of the Total Drainage Area, enter the percentage of the future impervious areas that will be created/remain on the site after completion of construction.
WQv Required WQv Provided
. acre-feet
30. Provide the total water quality volume required and the total provided for the site.
. acre-feet
31b. The need to provide for flood control has been waived because:
. CFS CFS.
Post-developmentPre-Development
Total Extreme Flood Control Criteria (Qf) - Peak discharge rate for the 100 year storm
. CFS . CFS
Post-developmentPre-Development
Total Overbank Flood Control Criteria (Qp) - Peak discharge rate for the 10 year storm
Site discharges directly to fourth order stream or larger
31a. The need to provide for channel protection has been waived because:
. acre-feet
CPv Provided acre-feet.
CPv Required
Total Channel Protection Storage Volume (CPv) - Extended detention of post-developed 1 year, 24 hour storm event
31. Provide the following Unified Stormwater Sizing Criteria for the site.
Site discharges directly to fourth order stream or larger
Downstream analysis reveals that flood control is not required
34. Indicate the total number of post-construction stormwater management practices to be installed/constructed.
35. Provide the total number of stormwater discharge points from the site. (include discharges to either surface waters or to separate storm sewer systems)
2994331595
DEC Permits
36. Identify other DEC permits that are required for this project.
40. If this NOI is being submitted for the purpose of continuing coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned.
Owner/Operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that I will receive as a result of submitting this NOI and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being submitted.
Owner/Operator Signature
Date
Print First Name
Print Last Name
MI
38. Is this project subject to the requirements of a regulated, traditional land use control MS4?
(If No, skip question 39)
Yes No
39. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along with this NOI?
Yes No
Air Pollution Control
Coastal Erosion
Hazardous Waste
Long Island Wells
Mined Land Reclamation
Other SPDES
Solid Waste
None
Other
Navigable Waters Protection / Article 15
Water Quality Certificate
Dam Safety
Water Supply
Freshwater Wetlands/Article 24
Tidal Wetlands
Wild, Scenic and Recreational Rivers
Stream Bed or Bank Protection / Article 15
37. Does this project require a US Army Corps of Engineers Wetland Permit?
If Yes, Indicate Size of Impact.
Yes No
3484331590
| NOTICE OF INTENT |
| Owner/Operator Information |
| Project Site Information |
| SWPPP Preparer Certification |
| Post-Construction Stormwater Management Practices |
| Owner/Operator Certification |
| b12c96nfFPERMIT_NO: |
| b12c96nfOO_NAME: U.S. Immigration and Customs Enforcement |
| b12c96nfCONT_LAST: Lovria |
| b12c96nfCONT_FIRST: Joseph |
| b12c96nfOO_STREET: 4250 Federal Drive |
| b12c96nfOO_CITY: Batavia |
| b12c96nfOO_STATE: NY |
| @@b12c96nfOO_ZIP: |
| 0: 14020 |
| 1: |
| b12c96nfOO_ZIP: 14020 |
| @@b12c96nfCONT_PHONE: |
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| b12c96nfCONT_PHONE: 5853445198 |
| @@b12c96nfCONT_FAX: |
| 0: |
| 1: |
| 2: |
| b12c96nfCONT_FAX: |
| b12c96nfCONT_EMAIL: Joseph.Lovria@dhs.gov |
| b12c96nfCONT_EMAIL_2: |
| @@b12c96nfFED_TAX_ID: |
| 0: |
| 1: |
| b12c96nfFED_TAX_ID: |
| b12c96nfFAC_NAME: Buffalo Federal Detention Facility |
| b12c96nfFAC_STREET: 4250 Federal Drive |
| b12c96nfFACILITY_SIDE_OF_STREET: South |
| b12c96nfFAC_CITY: Batavia |
| b12c96nfFAC_STATE: NY |
| @@b12c96nfFAC_ZIP: |
| 0: 14020 |
| 1: |
| b12c96nfFAC_ZIP: 14020 |
| b12c96nfFAC_COUNTY: Genesee |
| b12c96nfRegion: 8 |
| b12c96nfCROSS_STREET: Commerce Drive |
| b12c96nfCROSS_STREET_FT: 100 |
| b12c96nfCROSS_STREET_DIR: South |
| b12c96nfTAX_MAP_1: |
| b12c96nfTAX_MAP_2: |
| b12c96nfX_: 239295 |
| @@b12c96nfY_: |
| 0: 4768114 |
| b12c96nfY_: 4768114 |
| b12c96nfNATURE_OF_PROJ: Redevelopment With Increase In Imperviousness |
| b12c96nfExs_Landuse: Forest |
| b12c96nfOther_Exs_Landuse: |
| b12c96nfFut_Landuse: Institutional/School |
| b12c96nfOther_Fut_Landuse: |
| b12c96nfNum_SubDiv_Lots: |
| b12c96nfAG_PROPERTY: No |
| b12c96nfNYSDEC_WORKPLAN: No |
| b12c96nfSTATE_LOCAL: Yes |
| @@b12c96nfTot_Acre: |
| 0: 5 |
| 1: 4 |
| b12c96nfTot_Acre: 5.4 |
| @@b12c96nfDIST_ACRE: |
| 0: 5 |
| 1: 4 |
| b12c96nfDIST_ACRE: 5.4 |
| @@b12c96nfEXS_IMP_AREA_IN_DIST: |
| 0: 1 |
| 1: 4 |
| b12c96nfEXS_IMP_AREA_IN_DIST: 1.4 |
| @@b12c96nfFUT_IMP_AREA_IN_DIST: |
| 0: 2 |
| 1: 1 |
| b12c96nfFUT_IMP_AREA_IN_DIST: 2.1 |
| b12c96nfGREAT_5ACRES_DIST: No |
| b12c96nfHSGA: |
| b12c96nfHSGB: 82 |
| b12c96nfHSGC: 18 |
| b12c96nfHSGD: |
| b12c96nfPhased: Yes |
| @@b12c96nfCONS_START: |
| 0: 09 |
| 1: 06 |
| 2: 2011 |
| b12c96nfCONS_START: 09062011 |
| @@b12c96nfCONS_END: |
| 0: 01 |
| 1: 01 |
| 2: 2013 |
| b12c96nfCONS_END: 01012013 |
| b12c96nfWATERBODY_1: Spring Creek |
| b12c96nfWATERBODY_2: |
| @b12c96nfTYPE_OF_WATERBODY: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: Off |
| 5: Stream / Creek Off Site |
| 6: Off |
| 7: Off |
| 8: Off |
| 9: Off |
| 10: Off |
| 11: Off |
| b12c96nfTYPE_OF_WATERBODY: Stream / Creek Off Site |
| b12c96nfOTHER_WATERBODY: |
| b12c96nfWETLAND_IDENTIFIED: Off |
| b12c96nfOTHER_IDENTIFIED: |
| b12c96nfD303: No |
| b12c96nfTMDL: No |
| b12c96nfAA_and_AAS: No |
| b12c96nfE_or_F_Soil_Survey: No |
| @@b12c96nfSoil_Survey_Acreage_Disturbed: |
| 0: |
| 1: |
| b12c96nfSoil_Survey_Acreage_Disturbed: |
| b12c96nfState_Regulated_Wetland: No |
| b12c96nfMS4_Draing: Yes |
| b12c96nfMS4_NAME: Town of Batavia |
| b12c96nfMS4_NAME_2: |
| b12c96nfCSO: No |
| b12c96nfESCP: Yes |
| b12c96nfWQWQ: Yes |
| b12c96nfDEC_Req: Yes |
| b12c96nfSWPPP_PREP: PE |
| b12c96nfPREP_OTHER: |
| b12c96nfSWPPP_PREPARER: HDR Architecture, Inc. |
| b12c96nfSWPPP_PREP_CONT: Krzyzewski, Joseph Jr. |
| b12c96nfSWPPP_PREP_MAIL: 1000 Lenox Drive |
| b12c96nfSWPPP_PREP_CITY: Lawrenceville |
| b12c96nfSWPPP_PREP_STATE: NJ |
| @@b12c96nfSWPPP_PREP_ZIP: |
| 0: 08648 |
| 1: 2312 |
| b12c96nfSWPPP_PREP_ZIP: 086482312 |
| @@b12c96nfSWPPP_PREP_PHONE: |
| 0: 609 |
| 1: 791 |
| 2: 7241 |
| b12c96nfSWPPP_PREP_PHONE: 6097917241 |
| @@b12c96nfSWPPP_PREP_FAX: |
| 0: |
| 1: |
| 2: |
| b12c96nfSWPPP_PREP_FAX: |
| b12c96nfSWPPP_PREP_EMAIL: joe.krzyzewski@hdrinc.com |
| b12c96nfSWPPP_PREP_EMAIL_2: |
| b12c96nfSWPPP_SIGN_FNAME: Joseph |
| b12c96nfSWPPP_SIGN_MI: |
| b12c96nfSWPPP_SIGN_LNAME: Krzyzewski |
| @@b12c96nfSWPPP_SIGN_DATE: |
| 0: |
| 1: |
| 2: |
| b12c96nfSWPPP_SIGN_DATE: |
| b12c96nfSeq_Sched: Yes |
| @b12c96nfTEMP_STRUCT: |
| 0: Off |
| 1: Off |
| 2: DC |
| 3: Off |
| 4: Off |
| 5: Off |
| 6: Off |
| 7: Off |
| 8: Off |
| 9: SB |
| 10: Off |
| 11: SF |
| 12: SCE |
| 13: SDIP |
| 14: Off |
| 15: Off |
| 16: Off |
| 17: Off |
| 18: Off |
| 19: Off |
| b12c96nfTEMP_STRUCT: DC | SB | SF | SCE | SDIP |
| @b12c96nfBIOTECH: | ||||
| 0: Off | ||||
| 1: Off |
| b12c96nfBIOTECH: |
| @b12c96nfVEG_MEASURES: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: PV |
| 5: Off |
| 6: S |
| 7: Off |
| 8: Off |
| 9: Off |
| 10: Off |
| 11: T |
| 12: Off |
| b12c96nfVEG_MEASURES: PV | S | T |
| @b12c96nfPERM_STRUCT: | ||
| 0: Off | ||
| 1: Off | ||
| 2: Off | ||
| 3: Off | ||
| 4: Off | ||
| 5: Off | ||
| 6: Off | ||
| 7: Off | ||
| 8: Off | ||
| 9: Off | ||
| 10: Off |
| b12c96nfPERM_STRUCT: |
| b12c96nfES_OTHER: |
| b12c96nfES_OTHER_2: |
| @b12c96nfPONDS: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: P5 |
| b12c96nfPONDS: P5 |
| @b12c96nfFILTERING: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: Off |
| 5: Off |
| b12c96nfFILTERING: |
| b12c96nfOTHER_FILTERING: |
| @b12c96nfALTERNATIVE_PRACTICE: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: PP |
| b12c96nfALTERNATIVE_PRACTICE: PP |
| @b12c96nfWETLANDS: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| b12c96nfWETLANDS: |
| @b12c96nfINFILTRATION: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| b12c96nfINFILTRATION: |
| @b12c96nfOPEN_CHANNEL: |
| 0: O1 |
| 1: Off |
| b12c96nfOPEN_CHANNEL: O1 |
| @b12c96nfVERIFIED_PROPRIETARY_PRACTICE: |
| 0: Off |
| 1: Off |
| 2: Off |
| b12c96nfVERIFIED_PROPRIETARY_PRACTICE: |
| b12c96nmDEV_DETAILS: Runoff Reduction Volume will be achieved on-site by infiltration through a GravelPave Porous Pavement system. Calculations of such were conducted per Chapter 5 page 5-122 of the most current NYSDEC Stormwater Design Manual. |
| b12c96nfO_AND_M: Yes |
| b12c96nfO_AND_M_ENTITY: U.S. Immigration and Customs Enforcement |
| b12c96nfO_AND_M_ENTITY_2: |
| @@b12c96nfWQV_REQ: |
| 0: 0 |
| 1: 147 |
| b12c96nfWQV_REQ: 0.147 |
| @@b12c96nfWQV_PROVIDE: |
| 0: 0 |
| 1: 148 |
| b12c96nfWQV_PROVIDE: 0.148 |
| @@b12c96nfCPV_REQ: |
| 0: 0 |
| 1: 520 |
| b12c96nfCPV_REQ: 0.520 |
| @@b12c96nfCPV_PROV: |
| 0: 0 |
| 1: 605 |
| b12c96nfCPV_PROV: 0.605 |
| b12c96nfCPV_WAIVE: Off |
| @@b12c96nfQP_PRE: |
| 0: 3 |
| 1: 27 |
| b12c96nfQP_PRE: 3.27 |
| @@b12c96nfQP_POST: |
| 0: 1 |
| 1: 48 |
| b12c96nfQP_POST: 1.48 |
| @@b12c96nfQF_PRE: |
| 0: 7 |
| 1: 09 |
| b12c96nfQF_PRE: 7.09 |
| @@b12c96nfQF_POST: |
| 0: 3 |
| 1: 27 |
| b12c96nfQF_POST: 3.27 |
| b12c96nfQPQF_WAIVE: Off |
| b12c96nfExs_Prc_Imp: 26 |
| b12c96nfFut_Prc_Imp: 39 |
| b12c96nfPRACTICES: 03 |
| b12c96nfDISCHARGE_POINTS: 02 |
| @b12c96nfDEC_PERMITS: |
| 0: Off |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: Off |
| 5: Off |
| 6: Off |
| 7: Off |
| 8: Off |
| 9: Off |
| 10: Off |
| 11: Off |
| 12: Off |
| 13: Off |
| 14: Off |
| 15: Off |
| 16: Off |
| b12c96nfDEC_PERMITS: |
| b12c96nfOTHER_PERMIT: |
| b12c96nfACE_WETLAND_PERMIT: No |
| @@b12c96nfSIZE_OF_IMPACT: |
| 0: |
| 1: |
| b12c96nfSIZE_OF_IMPACT: |
| b12c96nfLAND_USE_CONTROL: No |
| b12c96nfMS4_SWPPP_ACCEPTANCE: Off |
| b12c96nfCONT_COVERAGE: NYR |
| b12c96nfSIGN_FNAME: Joseph |
| b12c96nfSIGN_MI: |
| b12c96nfSIGN_LNAME: Lovria |
| @@b12c96nfSIGN_DATE: |
| 0: |
| 1: |
| 2: |
| b12c96nfSIGN_DATE: |
| recipient: |
| b12c96nzTFRMUniqueID_33159: 33159 |
| b12c96nzTFRMFormatDef1: TFRMValueDef |
| b12c96nzTFRMFormatDef2: TFRMValueDef |
| b12c96nzTFRMNumFields: 128 |
| b12c96nzTFRMFormID: 33159 |
| b12c96nzTFRMConvert: TFRMAmp & < |
File details come from the government source that posted it. Updated .