PROJECT LOCATION

LUNENBERG BEACH RESERVOIR

CENTRAL HIGH SCHOOL

LUNENBERG MIDDLE SCHOOL

TOWN OF VICTORIA

TOMLINSON RDMAIN ST

K-V RD

6TH ST

POORHOUSE RD

REV. COMMENTS

REVISIONS

DATE

1700 Summit Ave, Suite 100 Richmond, VA 23230 T: (804) 781-3083 F: (617) 338-6472

Civil Engineering Land Surveying Transportation Engineering Structural Engineering

Planning

GIS

Green Infrastructure

DRAFTED BY:

SCALE:

FILE:

NITSCH PROJECT #

DATE:

CHECKED BY:

PROJECT MANAGER:

SURVEYOR:

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KJ

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NYFELER, INC.

JOHN CARTY

16343

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3/19/2026

16343 - CCV

1 ISSUED FOR BID 3.20.26

C O

V E R

S H

E E T

C-0.0

LUNENBURG COUNTY PUBLIC SCHOOLS

LUNENBURG MIDDLE SCHOOL BASEBALL FIELD

VICTORIA, VIRGINIA 23974

VICINITY MAP

SCALE 1" = 2000'

583 TOMLINSON RD

PROJECT INFORMATION

ADDRESS: 573 TOMLINSON RD, VICTORIA, VA 23974

PARCEL NUMBER: 033-0A-0-102

ZONING: A1

EXISTING USE: MIDDLE SCHOOL MULTI-USE ATHLETIC FIELD

PROPOSED USE: MIDDLE SCHOOL BASEBALL FIELD

LIMITS OF DISTURBANCE: 2.67 AC

UTILITIES:

COUNTY WATER

COUNTY SEWER

FLOODPLAIN: NO FLOODPLAIN, ZONE X. MAP (FIRM) NO. 51111C0175C EFFECTIVE MAY

6, 2025

VA HU6 WATERSHED: CU03 BIG HOUNDS CREEK

TOPOGRAPHY: TOPOGRAPHIC INFO WAS OBTAINED FROM A SURVEY TITLED

"TOPOGRAPHIC SURVEY FOR A PORTION OF THE LUNENBURG MIDDLE SCHOOL"

DATED 05/28/2025 BY NYFELER SURVEY, VERTICAL DATUM NAVD88

JOHN CARTY, PE

1700 SUMMIT AVE, SUITE 100,

RICHMOND, VA 23230

(804) 604-4599

JCARTY@NITSCHENG.COM

LUNENBURG COUNTY PUBLIC SCHOOLS

1009 MAIN STREET, P.O. BOX 710,

KENBRIDGE, VA 23944

(434) 676-2467 EXT. 2701

PAUL.CALEY@K12LCPS.ORG

OWNERCIVIL ENGINEER

NITSCH ENGINEERING

PROJECT DESCRIPTION

THE PROJECT CONSISTS OF IMPROVING THE EXISTING LUNENBURG MIDDLE SCHOOL ATHLETIC

FIELD WITH A PROPOSED BASEBALL FIELD AND ACCESSIBLE WALKWAY. THE BASEBALL FIELD

WILL INCLUDE NEW PERIMETER FENCING, A BACKSTOP, TWO DUGOUTS, TWO BLEACHER STANDS, A BULLPEN, AND A SCOREBOARD. UNDERGROUND ELECTRIC POWER IS PROPOSED TO POWER

THE SCOREBOARD. A PROXIMATE HOSE BIB IS PROPOSED WITH A SUPPORTING WATER LINE TO

THE EXISTING SCHOOL BUILDING. AN ACCESSIBLE CONCRETE WALKWAY AND STAIRWELL WILL

PROVIDE ADA ACCESS FROM THE EXISTING PARKING LOT TO THE PROPOSED BASEBALL FIELD,

BLEACHERS, AND DUGOUTS. STORMWATER WILL BE DIRECTED INTO PROPOSED GRAVEL LEVEL

SPREADERS AROUND THE PERIPHERY OF THE BASEBALL FIELD.

N.T.S

PLUMBING DRAWING INDEX

Sheet Number Sheet Title

P-101 PARTIAL SITE PLAN - PLUMBING

ELECTRICAL DRAWING INDEX

Sheet Number Sheet Title

E-101 ELECTRICAL SITE PLAN

E-102 ELECTRICAL SPECIFICATIONS

CIVIL DRAWING INDEX

Sheet Number Sheet Title

C-0.0 COVER SHEET

C-0.1 DEQ COVER SHEET

C-1.0 NOTES, LEGEND, AND ABBREVIATIONS

C-2.0 EXISTING CONDITIONS AND DEMOLITION PLAN

C-3.0 PHASE I EROSION AND SEDIMENT CONTROL PLAN

C-3.1 PHASE II EROSION AND SEDIMENT CONTROL PLAN

C-3.2 EROSION AND SEDIMENT CONTROL NOTES

C-3.3 EROSION AND SEDIMENT CONTROL DETAILS

C-3.4 EROSION AND SEDIMENT CONTROL DETAILS

C-3.5 EROSION AND SEDIMENT CONTROL DETAILS

C-4.0 SITE LAYOUT AND MATERIALS PLAN

C-5.0 SITE UTILITY PLAN

C-5.1 WATER AND SEWER PROFILES

C-6.0 GRADING AND DRAINAGE PLAN

C-6.1 PRE-DEVELOPMENT DRAINAGE AREA MAP

C-6.2 POST-DEVELOPMENT DRAINAGE AREA MAP

C-6.3 SHEET FLOW COMPUTATIONS

C-6.4 FLOOD PROTECTION

C-7.0 DETAILS

C-7.1 DETAILS

C-7.2 DETAILS

C-7.3 DETAILS

C-7.4 SEWER SPECIFICATIONS

C-7.5 WATER SPECIFICATIONS

REV. COMMENTS

REVISIONS

DATE

1700 Summit Ave, Suite 100 Richmond, VA 23230 T: (804) 781-3083 F: (617) 338-6472

Civil Engineering Land Surveying Transportation Engineering Structural Engineering

Planning

GIS

Green Infrastructure

DRAFTED BY:

SCALE:

FILE:

NITSCH PROJECT #

DATE:

CHECKED BY:

PROJECT MANAGER:

SURVEYOR:

T

O M

L

IN

SO

N

R D

V

IC

T

O R

IA

V

A

KJ

IS

NYFELER, INC.

JOHN CARTY

16343

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A

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R

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N E N

B U

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3/19/2026

16343 - CCV

1 ISSUED FOR BID 3.20.26

D E Q

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C-0.1

D

EQ

P

LA

N

DATE REVISIONS INITIALAPPROVAL BLOCK

DEPT. OF ENVIRONMENTAL QUALITY

DATE

A. APPLICATION TYPE

___ INITIAL SUBMISSION

___ RESUBMISSION DEQ PLAN # :________

___ MODIFICATION with ACREAGE INCREASE DEQ PLAN # :________ ___ MODIFICATION without ACREAGE INCREASE DEQ PLAN # :________

B. DESIGN PROFESSIONAL

CONTACT NAME:

MAILING ADDRESS:

TELEPHONE NO:

EMAIL ADDRESS:

C. PROJECT DEVELOPER

PROJECT DEVELOPER:

CONTACT NAME:

MAILING ADDRESS:

TELEPHONE NO:

EMAIL ADDRESS:

D. PROPERTY OWNER

PROPERTY OWNER:

CONTACT NAME:

MAILING ADDRESS:

TELEPHONE NO:

EMAIL ADDRESS:

E. PROJECT INFORMATION

PROJECT NAME: LUNENBURG MIDDLE SCHOOL BASEBALL FIELD

ADDRESS (911 ADDRESS IF AVAILABLE): 573 TOMLINSON RD, VICTORIA, VA 23974

COUNTY (IF NOT LOCATED WITHIN A CITY): LUNENBURG, VA

TAX MAP NO. (OR GPIN): 033-0A-0-102

LATITUDE (6 DIGITS, DECIMAL DEGREES): 36.9877

LONGITUDE (6 DIGITS, DECIMAL DEGREES): -78.2081

TOTAL LAND AREA OF DEVELOPMENT (1/100th ACRE): 2.67 AC ESTIMATED AREA TO BE DISTURBED (1/100th ACRE): 2.67 AC

PROJECT STATUS: ___ FEDERAL ___ STATE ___ PUBLIC ___ PRIVATE

PART OF A LARGER COMMON PLAN OF DEVELOPMENT? ___ YES ___ NO

OFFSITE IMPROVEMENTS PROPOSED? ___ YES ___ NO

F. OFFSITE SUPPORT ACTIVITY INFORMATION

OFFSITE SUPPORT ACTIVITY NAME:

ADDRESS (911 ADDRESS IF AVAILABLE):

COUNTY (IF NOT LOCATED WITHIN A CITY):

TAX MAP NO. (OR GPIN):

LATITUDE (6 DIGITS, DECIMAL DEGREES):

LONGITUDE (6 DIGITS, DECIMAL DEGREES):

ESTIMATED AREA TO BE DISTURBED (1/100th ACRE):

G. PLAN INFORMATION

SHEET NO.

1. VICINITY MAP

GENERAL PLAN INFORMATION

2. NORTH SCALE

3. PLAN LEGEND

4. PLAN SCALE

5. SHEET INDEX

PRE-DEVELOPMENT SITE INFORMATION

6. NARRATIVE OF PRE-DEVELOPMENT SITE CONDITIONS

7. EXISTING PROPERTY BOUNDARIES (INC. LEASE BOUNDARIES)

8. EXISTING TOPOGRAPHY (EXISTING CONTOURS)

9. EXISTING STREAMS, PONDS, DITCHES, WETLANDS & OTHER WATERS

10. EXISTING KARST FEATURES

11. EXISTING 100-YEAR FEMA FLOODPLAIN

12. RESOURCE PROTECTION AREAS

13. EXISTING IMPROVEMENTS (BUILDINGS, ROADS, PARKING & UTILITIES)

14. EXISTING VEGETATIVE AREAS (FOREST, OPEN SPACE & TURF)

15. EXISTING LAND COVER / USE TABULATION

16. EXISTING EASEMENTS (DEED BOOK/PAGE REF. OR INSTRUMENT #)

POST-DEVELOPMENT SITE INFORMATION

17. PRE-DEV. DRAINAGE AREAS (ACREAGE, DIVIDES & FLOW PATHS)

18. NARRATIVE OF POST-DEVELOPMENT SITE CONDITIONS

19. PROPOSED PROPERTY BOUNDARIES (INC. LEASE BOUNDARIES)

20. PROPOSED LIMITS OF LAND DISTURBANCE (CLEARING & GRADING)

21. PROPOSED GRADING (PROPOSED CONTOURS INC. SWM PRACTICES)

22. PROPOSED 100-YEAR FLOODPLAIN

23. PROPOSED IMPROVEMENTS (BLDGS, ROADS, PARKING & UTILITIES)

24. PROPOSED VEGETATIVE AREAS (FOREST, OPEN SPACE & TURF)

25. PROPOSED LAND COVER / USE TABULATION

26. PROPOSED EASEMENTS

27. POST-DEV. DRAINAGE AREAS (ACREAGE, DIVIDES & FLOW PATHS)

28. NARRATIVE OF PROP. EROSION & SEDIMENT CONTROLS

29. MINIMUM STANDARDS (9VAC25-840-40)

30. CRITICAL EROSION AREAS (VESCH, CHAPTER 6)

EROSION & SEDIMENT CONTROL INFORMATION

31. PROP. EROSION & SEDIMENT CONTROLS (VESCH, CHAPTER 3)

32. EROSION & SEDIMENT CONTROL DETAIL DRAWINGS

33. HYDROLOGIC & HYDRAULIC COMPUTATIONS

34. INSPECTION, OPERATION & MAINTENANCE REQUIREMENTS

35. NARRATIVE OF PROP. SWM FACILITIES / PRACTICES

36. PROP. SWM FACILITIES / PRACTICES

37. HYDROLOGIC & HYDRAULIC COMPUTATIONS *

38. LONG-TERM INSP., OPERATION & MAINTENANCE REQUIREMENTS

40. SOILS MAP (INC. NRCS SOIL TYPES)

41. SOILS TABULATION

POST-DEVELOPMENT WATER QUANTITY & WATER QUALITY INFO.

SOILS & GEOTECHNICAL INFORMATION

42. GEOTECHNICAL INVESTIGATION / REPORT

43. BOUNDARY SURVEY (18VAC10-20-370)

44. PHYSICAL IMPROVEMENT SURVEY (18VAC10-20-380)

45. TOPOGRAPHIC SURVEY (18VAC10-20-382)

OTHER SUPPORTING INFORMATION

EXISTING LAND COVER / USE ACRES

1. IMPERVIOUS COVER

IMPERVIOUS COVER (% OF TOTAL LAND AREA OF DEVELOPMENT)

2. MANAGED TURF

3. OPEN SPACE

4. FOREST COVER

5. PRIME FARMLAND (NRCS FARMLAND CLASSIFICATION)

1. IMPERVIOUS COVER

IMPERVIOUS COVER (% OF TOTAL LAND AREA OF DEVELOPMENT)

2. MANAGED TURF

3. OPEN SPACE

4. FOREST COVER

PROPOSED LAND COVER / USE ("SITE" TAB OF VRRM SPREADSHEET) ACRES

FACILITY

NO.

FACILITY

TYPE LAT. LONG.

REC.

WATER

TOT.

ACRES

TREATED

IMP.

ACRES

TREATED

PLAN

SHEET

NO.

MAP UNIT

SYMBOL

MAP UNIT

NAME HSG

K

FACTOR ERODIBILITY

ACRES

IN

LOD

OF

LOD

M. OWNER / DEVELOPER CERTIFICATION

I hereby certify that coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities will be obtained, if required, prior to commencing land-disturbing activities.

I hereby certify that all wetlands permits required by law will be obtained, if required, prior to commencing land disturbing activities.

I hereby certify that permission to construct any offsite improvements, if proposed, will be obtained prior to commencing land disturbing activities.

I hereby certify that all offsite nonpoint source nutrient credits will be obtained, if proposed, prior to commencing land disturbing activities.

I hereby certify that construction record drawings (as-built drawings) for all permanent stormwater management facilities/practices will be prepared and submitted to DEQ prior to project closeout. The construction record drawings will be appropriately sealed and by a professional registered in the Commonwealth of Virginia, certifying that the stormwater management facilities/practices have been constructed in accordance with the approved plan(s).

I hereby certify that a long-term maintenance agreement(s) for all permanent stormwater management facilities/practices and other techniques specified to manage the quality and quantity of runoff will be submitted to DEQ, if required, prior to project closeout. The long-term maintenance agreement(s) will be recorded in the local land records prior to termination of coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities.

OWNER / DEVELOPER NAME:

OWNER / DEVELOPER TITLE:

SIGNATURE:

DATE:

N. DESIGN PROFESSIONAL CERTIFICATION

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

I hereby certify that the plans and hydrologic & hydraulic computations herein are in compliance with the Stormwater Management Act and attendant regulations, the Erosion and Sediment Control Law and attendant regulations, and applicable DEQ guidance.

DESIGN PROFESSIONAL NAME:

LICENSE NO.:

SIGNATURE:

DATE:

O. DUAL COMBINED ADMINISTRATOR (DCA) CERTIFICATION

[ INCLUDE THIS SECTION / CERTIFICATION IF REQUESTING A STREAMLINED PLAN REVIEW IN

ACCORDANCE WITH DEQ GUIDANCE MEMO NO. 22-2011, OTHERWISE DELETE ]

I hereby certify that I have reviewed the plans and hydrologic & hydraulic computations herein for compliance with the Stormwater Management Act and attendant regulations, the Erosion and Sediment Control Law and attendant regulations, and applicable DEQ guidance, and recommend the plans and computations for DEQ approval.

DCA NAME:

DCA CERTIFICATION NO.:

SIGNATURE:

DATE:

PLAN SUBMISSION CHECKLIST

SHEET NO.

SHEET NO.

SHEET NO.

G. PLAN INFORMATION (CONT.)

SHEET NO.

SHEET NO.

SHEET NO.

H. LAND COVER TABULATION

I. SOILS TABULATION

J. EROSION & SEDIMENT CONTROL

ESC PLAN VARIANCE REQUEST: ___ YES ___ NO

IF "YES", PLEASE PROVIDE JUSTIFICATION FOR THE VARIANCE REQUEST:

K. STORMWATER MANAGEMENT

APPLICABLE DESIGN CRITERIA: ___ PART II B

___ PART II C (GRANDFATHERING)

___ PART II C (TIME LIMITS ON APPLICABILITY)

___ "SAFE HARBOR"

OFFSITE COMPLIANCE OPTION(S)? ___ YES ___ NO

IF "YES", PLEASE DESCRIBE THE OFFSITE COMPLIANCE OPTION(S):

DISCHARGE TO A KARST FEATURE(S)? ___ YES ___ NO

IF "YES", PLEASE DESCRIBE THE KARST FEATURE(S):

IF "YES", PLEASE DESCRIBE ANY KNOWN NATURAL HERITAGE RESOURCES IN THE KARST

FEATURE(S):

SWM PLAN EXCEPTION REQUEST? ___ YES ___ NO

IF "YES", PLEASE PROVIDE THE JUSTIFICATION FOR THE EXCEPTION REQUEST:

L. STORMWATER MANAGEMENT FACILITIES / PRACTICES

[ SEE DEQ GUIDANCE MEMO NO. 22-2012 FOR ADDITIONAL INSTRUCTIONS ] [ SEE DEQ GUIDANCE MEMO NO. 22-2012, SECTION 5.500. CROSS "X" OUT IF NOT APPLICABLE ]

SOLAR SPECIFIC REQUIREMENTS

I. INTERCONNECTION APPROVAL FOR SOLAR PROJECTS

___ PANELS ARE CONSIDERED "UNCONNECTED IMPERVIOUS"

___ PANELS QUALIFY AS "PERVIOUS" WITH INTERCONNECTION DOCUMENTATION AND EXPLANATION PROVIDED BELOW:

II. SOLAR PANEL ARRAY HORIZONTAL PROJECTED AREA

THE FOLLOWING EQUATION SHOULD BE USED TO DETERMINE A SOLAR PANEL'S HORIZONTAL PROJECTED AREA (HPA) WHEN PERFORMING EROSION AND SEDIMENT CONTROL, WATER QUANTITY, AND WATER QUALITY DESIGN COMPUTATIONS:

WHERE:

HPA = HORIZONTAL PROJECTED AREA (SQUARE-FEET)

L = SOLAR PANEL LENGTH (FEET)

W = SOLAR PANEL WIDTH (FEET)

q = SOLAR PANEL MINIMUM OPERATING ANGLE FROM HORIZONTAL (DEGREES) FOR NORMAL OPERATIONS WITHOUT A RAIN SENSOR, OR THE MAXIMUM ANGLE FROM HORIZONTAL (DEGREES) WHEN A RAIN SENSOR IS DEPLOYED IN ACCORDANCE

WITH DEQ GUIDANCE MEMO NO. GM 22-2012, SECTION 5.500 D

___ NO RAIN SENSOR q = ___

___ RAIN SENSOR SYSTEM PROVIDED q = ___

DOCUMENTATION OF DESIGN q PROVIDED BELOW:

DEQ PLAN # 20___ - 0___

39. OUTFALL SUMMARY TABLE WITH PRE, POST, AND ALLOWABLE

DISCHARGE RATES USED FOR QUANTITY ASSESSMENT; IDENTIFY

THE TYPE OF CONVEYANCE SYSTEM AT EACH POINT OF DISCHARGE

* STORM DRAIN DESIGN COMPUTATIONS AND HYDRAULIC GRADE LINE COMPUTATIONS

SHOULD BE PROVIDED AND SHOULD INCLUDE EACH PIPE SEGMENT. IN ADDITION, STORM

SEWER LONGITUDINAL PROFILES WITH HYDRAULIC GRADE LINE ELEVATIONS SHOULD BE

INCLUDED FOR VISUAL REPRESENTATION. DESIGN CALCULATIONS AND CROSS-SECTIONS

SHOULD BE PROVIDED FOR ALL OPEN MANMADE CHANNELS. CROSS-SECTIONS SHOULD

SHOW AND LABEL THE 1-YEAR, 2-YEAR, AND 10-YEAR WATER SURFACE ELEVATIONS.

X

KELLEN JOHNSON, PE

1700 SUMMIT AVE, SUITE 100, RICHMOND, VA 23230

(804) 781-3083

KJOHNSON@NITSCHENG.COM

LUNENBURG COUNTY PUBLIC SCHOOLS

1009 MAIN STREET, P.O. BOX 710, KENBRIDGE, VA 23944

(434) 676-2467 EXT. 2701

PAUL.CALEY@K12LCPS.ORG

PAUL CALEY

LUNENBURG COUNTY PUBLIC SCHOOLS

1009 MAIN STREET, P.O. BOX 710, KENBRIDGE, VA 23944

(434) 676-2467 EXT. 2701

PAUL.CALEY@K12LCPS.ORG

PAUL CALEY

X X X

C-0.0

C-2.0

C-1.0

C-2.0

C-0.0

C-3.2

C-2.0

C-2.0

C-2.0

N/A

N/A

N/A

C-2.0

C-2.0

C-6.1

C-2.0

C-6.1

C-3.2

N/A

C-3.0

C-6.0

N/A

C-4.0

C-6.2

C-6.2

N/A

C-6.2

C-3.2

C-3.2

N/A

C-3.1 THRU C-3.2

C-3.3 THRU C-3.4

C-3.3, C-3.5

C-3.2

APPENDIX A

C-6.2

C-6.0

APPENDIX B, C, D, F

REPORT SEC. 3

REPORT SEC. 4

REPORT SEC. 2

N/A

N/A

N/A

C-2.0

N.T.S

.03

1.1%

2.64

.76

29%

1.91

4B

1B2

1C2

CAROLINE

SANDY LOAM

APPLING SANDY

LOAM

APPLING SANDY

LOAM

C

B

B

.24 MODERATE

.28

.28

MODERATE

MODERATE

1.71 64%

0.92 35%

0.03 1.0%

X

X

X

X

1 LEVEL

SPREADER

LEVEL

SPREADER

LEVEL

SPREADER

N36.988437 W78.209022

N36.987911 W78.209264

N36.988681 W78.208656

1.28LUNENBURG BEACH

RESERVOIR

LUNENBURG BEACH

RESERVOIR

LUNENBURG BEACH

RESERVOIR

0.70

0.65

0.00

0.14

0.53

C-6.2

C-6.2

C-6.2

JOHN CARTY

039452

09/22/2025

DRAWING INDEX

Sheet

Number Sheet Title

C-0.0 COVER SHEET

C-0.1 DEQ COVER SHEET

C-1.0 NOTES, LEGEND, AND ABBREVIATIONS

C-2.0 EXISTING CONDITIONS AND DEMOLITION

PLAN

C-3.0 PHASE I EROSION AND SEDIMENT CONTROL

PLAN

C-3.1 PHASE II EROSION AND SEDIMENT CONTROL

PLAN

C-3.2 EROSION AND SEDIMENT CONTROL NOTES

C-3.3 EROSION AND SEDIMENT CONTROL DETAILS

C-3.4 EROSION AND SEDIMENT CONTROL DETAILS

C-3.5 EROSION AND SEDIMENT CONTROL DETAILS

C-4.0 SITE LAYOUT AND MATERIALS PLAN

C-5.0 SITE UTILITY PLAN

C-5.1 WATER AND SEWER PROFILES

C-6.0 GRADING AND DRAINAGE PLAN

C-6.1 PRE-DEVELOPMENT DRAINAGE AREA MAP

C-6.2 POST-DEVELOPMENT DRAINAGE AREA MAP

C-6.3 SHEET FLOW COMPUTATIONS

C-6.4 FLOOD PROTECTION

C-7.0 DETAILS

C-7.1 DETAILS

C-7.2 DETAILS

C-7.3 DETAILS

C-7.4 SEWER SPECIFICATIONS

C-7.5 WATER SPECIFICATIONS

2025-0292

GENERAL NOTES:

1. TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION, AND EXISTING SITE FEATURES WERE

OBTAINED FROM A SURVEY TITLED "TOPOGRAPHIC SURVEY FOR A PORTION OF THE

LUNENBURG MIDDLE SCHOOL" DATED 05/28/2025 BY NYFELER SURVEY, PREPARED FOR

NITSCH ENGINEERING.

2. FLOODPLAIN INFORMATION WAS OBTAINED FROM THE FLOOD INSURANCE RATE MAP (FIRM)

NO. 51111C0175C EFFECTIVE MAY 6, 2025. THE SITE IS IN ZONE X.

3. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL IMPROVEMENTS.

4. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE AND ALL

UTILITIES MAY NOT BE SHOWN. PRESENCE AND LOCATIONS OF ALL UTILITIES WITHIN THE

LIMIT OF WORK MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF

CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND

CONTACTING THE CONTROLLING AUTHORITIES AND/OR UTILITY COMPANIES RELATIVE TO THE

LOCATIONS AND ELEVATIONS OF THEIR LINES. THE CONTRACTOR SHALL KEEP A RECORD OF

ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR

ENCOUNTERED DURING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE

OWNER AND NITSCH ENGINEERING. ANY DAMAGE RESULTING FROM THE FAILURE OF THE

CONTRACTOR TO MAKE THESE DETERMINATIONS AND CONTACTS SHALL BE BORNE BY THE

CONTRACTOR.

5. THE CONTRACTOR SHALL, THROUGHOUT CONSTRUCTION, TAKE ADEQUATE PRECAUTIONS TO

PROTECT ALL WALKS, GRADING, SIDEWALKS AND SITE DETAILS OUTSIDE OF THE LIMIT OF

DISTURBANCE AS DEFINED ON THE DRAWINGS AND SHALL REPAIR AND REPLACE OR

OTHERWISE MAKE GOOD AS DIRECTED BY THE ENGINEER OR OWNER'S DESIGNATED

REPRESENTATIVE ANY SUCH OR OTHER DAMAGE SO CAUSED.

6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL

CONSTRUCTION MEANS AND METHODS.

7. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE

SITE AND CONSTRUCTION DOCUMENTS TO DEVELOP A THOROUGH UNDERSTANDING OF THE

PROJECT, INCLUDING ANY SPECIAL CONDITIONS AND CONSTRAINTS.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PROJECT SITE

AND TO VERIFY ALL CONDITIONS IN THE FIELD AND REPORT DISCREPANCIES BETWEEN PLANS

AND ACTUAL CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATION IMMEDIATELY.

9. THE CONTRACTOR SHALL CONDUCT ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND

APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS.

10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ESTABLISHMENT AND USE OF ALL

VERTICAL AND HORIZONTAL CONSTRUCTION CONTROLS.

11. ELEVATIONS REFER TO DATUM NAVD 88.

DEMOLITION NOTES:

1. SITE PREPARATION AND DEMOLITION SHALL INCLUDE THOSE AREAS WITHIN THE LIMITS OF

DISTURBANCE LINE AS SHOWN ON THE CONTRACT DOCUMENTS.

2. ANY AREA OUTSIDE OF THE LIMITS OF DISTURBANCE THAT IS DISTURBED SHALL BE

RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

3. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION

REQUIREMENTS BEFORE COMMENCING DEMOLITION.

4. THE CONTRACTOR SHALL COORDINATE SITE DEMOLITION EFFORTS WITH ALL TRADES THAT

MAY BE AFFECTED BY THE WORK.

5. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE

MATERIAL AND FOOTINGS OR FOUNDATIONS AS REQUIRED TO FACILITATE CONSTRUCTION,

AND LEGALLY DISPOSED OF OFFSITE BY CONTRACTOR.

6. UTILITY PIPES DESIGNATED TO BE ABANDONED IN PLACE SHALL BE PLUGGED AT THEIR

ENDS WITH WATERTIGHT BRICK MASONRY OR CEMENT MORTAR WITH A MINIMUM

THICKNESS OF 8 INCHES.

7. UTILITY PIPES DESIGNATED TO BE REMOVED SHALL CONSIST OF THE COMPLETE REMOVAL

AND DISPOSAL OF THE ENTIRE LENGTH OF PIPE AND BACKFILL AND 95% COMPACTION OF

THE VOID WITH ORDINARY BORROW. WHEN THE VOID IS WITHIN THE FOOTPRINT OF THE

NEW BUILDING, GRAVEL BORROW SHALL BE USED TO BACKFILL THE VOID.

8. UTILITY STRUCTURES DESIGNATED TO BE ABANDONED IN PLACE SHALL HAVE THEIR CAST

IRON CASTINGS REMOVED AND DISPOSED, INLET AND OUTLET PIPES PLUGGED, THE

BOTTOM OF THE STRUCTURES SHALL BE BROKEN, THE VOID OF THE STRUCTURES SHALL

BE BACKFILLED AND COMPACTED TO 95% WITH ORDINARY BORROW OR FLOWABLE FILL,

AND THE TOP OF THE STRUCTURE SHALL BE REMOVED SO THAT IT IS AT LEAST 36 INCHES

BELOW FINISH GRADE.

9. UTILITY STRUCTURES DESIGNATED TO BE REMOVED SHALL CONSIST OF THE REMOVAL AND

DISPOSAL OF CAST IRON CASTINGS, PLUGGING OF INLET AND OUTLET PIPES, REMOVAL OF

THE STRUCTURE, AND BACKFILL AND 95% COMPACTION OF THE VOID WITH ORDINARY

BORROW. WHEN HE VOID IS WITHIN THE FOOTPRINT OF THE NEW BUILDING, GRAVEL

BORROW SHALL BE USED TO BACKFILL THE VOID.

10. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY

DISPOSED OF OFFSITE.

11. AT ALL LOCATIONS WHERE EXISTING CURBING, CONCRETE PAVEMENT OR BITUMINOUS

CONCRETE ROADWAY ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR

PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE.

12. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO ANY EXPANSION OF

THE LIMITS OF DISTURBANCE. IF IT IS DEEMED NECESSARY TO EXTEND THE DESIGNATED

LIMITS OF DISTURBANCE TO ACCOMPLISH ROUGH GRADING, EROSION CONTROL, AND SITE

WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. ADDITIONAL PERMITTING

WILL BE REQUIRED FOR ANY EXPANSION OF THE LIMITS OF DISTURBANCE.

13. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND

THEREON. STORAGE OF SUCH MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED.

THE CONTRACTOR SHALL LEAVE THE SITE IN SAFE, CLEAN, AND LEVEL CONDITION UPON

COMPLETION OF THE SITE DEMOLITION WORK.

14. REMOVE AND STOCKPILE ALL EXISTING SITE LIGHTS, BENCHES, TRASH RECEPTACLES,

TRAFFIC SIGNS, GRANITE CURB, AND OTHER SITE IMPROVEMENTS WITHIN LIMIT OF WORK

LINE UNLESS OTHERWISE NOTED.

15. ALL EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED AND MAINTAINED

THROUGHOUT THE TIME OF CONSTRUCTION, AS SPECIFIED AND DIRECTED BY THE

EROSION AND SEDIMENT CONTROL PLANS.

16. BEFORE ANY TREES OR SHRUBS ARE REMOVED, THE CONTRACTOR SHALL ARRANGE A

CONFERENCE ON THE SITE WITH THE OWNER OR OWNER'S REPRESENTATIVE TO IDENTIFY

TREES AND SHRUBS THAT ARE TO BE REMOVED, AS WELL AS THOSE WHICH ARE TO BE

PROTECTED. DO NOT COMMENCE CLEARING OPERATIONS WITHOUT A CLEAR

UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED.

17. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO REMOVAL FROM

THE AREA OF CONSTRUCTION PAVEMENT, CONCRETE, CURBING, POLES AND

FOUNDATIONS, ISLANDS, TREE BERMS AND OTHER FEATURES WITHIN THE LIMITS OF

CONSTRUCTION THAT ARE NOT INDICATED TO BE REMOVED ON SHEET C-1.0 AS REQUIRED

TO ACCOMMODATE NEW CONSTRUCTION.

EROSION AND SEDIMENT CONTROL NOTES:

1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY

APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON

THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS

PERTAINING TO THIS PROJECT.

2. SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE

OR UPON SUSPENSION OF GRADING OPERATIONS FOR ANTICIPATED DURATION OF GREATER

THAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.

3. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES AND REMOVE

SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH

STORM EVENT. CONTRACTOR SHALL DISPOSE OF ANY SEDIMENTS REMOVED FROM EROSION

CONTROL MEASURES IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER

DRAINAGE STRUCTURES AND PROTECTED AREAS.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN

TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT

OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY

PROBLEMS, OR HARM ANIMAL OR PLANT LIFE.

6. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT

SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS WHETHER SUCH

SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

7. CONTRACTOR SHALL SEQUENCE CONSTRUCTION SUCH THAT EARTH MATERIALS ARE

EXPOSED FOR THE MINIMUM LENGTH OF TIME BEFORE THEY ARE COVERED, SEEDED, OR

OTHERWISE STABILIZED TO PREVENT EROSION.

8. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND

COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND

CLEAN SEDIMENT AND DEBRIS FROM ALL DRAINAGE AND SEWER SYSTEMS.

EARTH MOVING AND GRADING NOTES:

1. ALL TOPSOIL ENCOUNTERED WITHIN THE WORK AREA SHALL BE STRIPPED TO ITS FULL

DEPTH AND STOCKPILED FOR REUSE. EXCESS TOPSOIL SHALL BE SPREAD UNIFORMLY ON

THE SITE IN AREAS DIRECTED BY THE OWNER UNLESS OTHERWISE DIRECTED BY THE

OWNER. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM EXCAVATED SUBSURFACE SOIL

MATERIALS.

2. CROSS SLOPES OF ALL PEDESTRIAN WALKS SHALL NOT EXCEED 1.5%.

3. RUNNING SLOPE OF ALL PEDESTRIAN WALKS SHALL NOT EXCEED 4.5%, UNLESS OTHERWISE

NOTED.

4. THE CONTRACTOR SHALL EXERCISE CAUTION IN ALL EXCAVATION ACTIVITY DUE TO POSSIBLE

EXISTENCE OF UNRECORDED UTILITY LINES.

5. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF 1% UNLESS OTHERWISE NOTED.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDINGS AT ALL LOCATIONS.

7. PITCH EVENLY BETWEEN CONTOUR LINES AND BETWEEN SPOT GRADES. SPOT GRADE

ELEVATIONS TAKE PRECEDENCE OVER CONTOUR LINES.

8. THE CONTRACTOR SHALL BLEND NEW GRADING SMOOTHLY INTO EXISTING GRADING AT

LIMITS OF GRADING.

9. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING PAVING

WITH SMOOTH TRANSITION BETWEEN EXISTING AND NEW SURFACES.

10. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY

DISCREPANCIES IMMEDIATELY TO THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO

STARTING WORK.

11. PITCH TOPS OF ALL WALLS AT ONE-EIGHTH INCH (1/8") PER FOOT FROM BACK OF WALL TO

FACE OF WALL.

12. SURPLUS MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS DIRECTED BY THE OWNER

OR OWNER'S REPRESENTATIVE TO REMAIN. REFER TO EARTHWORK SPECIFICATIONS.

13. ANY AREAS OUTSIDE OF THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED BY

THE CONTRACTOR TO THE PRE-CONSTRUCTION CONDITION/GRADE AT NO COST TO THE

OWNER.

14. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY

HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR

STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO

OWNER.

ABBREVIATIONS

PROPOSED LEGEND

LOD

CPP

PVC

TYP

DMH

CO

PERF

CB

AD

RD

BC

FFE

TC

LIMITS OF DISTURBANCE (2.67 AC)

ELEVATION CONTOURS

CLEANOUT

AREA DRAIN

BOTTOM OF CURB ELEVATION

CATCH BASIN

CLEANOUT

CORRUGATED POLYETHYLENE PIPE

DRAIN MANHOLE

FINISHED FLOOR ELEVATION

INVERT ELEVATION

LINEAR FEET

LIMIT OF DISTURBANCE

PERFORATED

POLYVINYL CHLORIDE PIPE

ROOF DRAIN

RIM ELEVATION

TOP OF CURB ELEVATION

TYPICAL

RIM

LOD

LF

INV

CO

BW BOTTOM OF WALL ELEVATION

TW TOP OF WALL ELEVATION

PROPERTY LINE

EXISTING SITE FEATURE TO BE

DEMOLISHED

BS BOTTOM OF STAIR ELEVATION

DRAIN PIPE

SAWCUT LINE

LAYOUT AND MATERIALS NOTES:

1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER

LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.

2. ANY EXISTING PROPERTY LINE MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE

SET OR RESET BY A PROFESSIONAL LAND SURVEYOR.

3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT

ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND

ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN

EXISTING AND PROPOSED FACILITIES.

4. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE

NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE

DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,

MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED

PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

5. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF THE PLANS,

SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL

VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE

PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS A PART OF THE CONTRACT DOCUMENTS.

RIP-RAP

MG MATCH EXISTING GRADE

EXISTING LEGEND

UTILITY NOTES:

1. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF PERMITS

BY, THE LOCAL MUNICIPALITY. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR

TO OBTAIN ALL PERMITS AND APPROVALS RELATED TO UTILITY WORK PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING ALL PERMISSIONS FOR,

AND FOR CONDUCTING ALL PREPARATIONS RELATED TO, WORK AFFECTING ANY UTILITIES

WITHIN THE JURISDICTION OF ANY NON-MUNICIPAL UTILITY COMPANY, INCLUDING BUT NOT

LIMITED TO ELECTRIC, TELEPHONE, AND/OR GAS. THE CONTRACTOR SHALL NOTIFY ALL

APPROPRIATE AGENCIES, DEPARTMENTS, AND UTILITY COMPANIES, IN WRITING, AT LEAST 7

DAYS (OR PER UTILITY COMPANY REQUIREMENT) AND NOT MORE THAN 30 DAYS PRIOR TO

ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL MAINTAIN UTILITIES SERVICING BUILDINGS AND FACILITIES WITHIN

OR OUTSIDE THE PROJECT LIMIT UNLESS THE INTERRUPTION OF SERVICE IS COORDINATED

WITH THE OWNER.

4. ALL WATER, SEWER, AND DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE

REQUIREMENTS AND STANDARD SPECIFICATIONS OF THE LOCAL MUNICIPALITY.

5. GAS, TELECOMMUNICATIONS AND ELECTRIC SERVICES ARE TO BE DESIGNED BY EACH UTILITY

COMPANY IN COORDINATION WITH THE MECHANICAL, ELECTRIC, AND PLUMBING

CONSULTANTS.

6. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES OF NEW UTILITIES WITH

GAS, TELECOMMUNICATION AND ELECTRICAL SERVICES.

7. INSTALL WATER LINES WITH A MINIMUM OF 3.5 FEET OF COVER AND A MAXIMUM OF SEVEN

FEET COVER FROM THE FINAL DESIGN GRADES.

8. MAINTAIN 10 FEET HORIZONTAL SEPARATION AND 18 INCHES VERTICAL SEPARATION (WATER

OVER SEWER) BETWEEN SEWER AND WATER LINES. WHEREVER THERE IS LESS THAN 10

FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN A

PROPOSED OR EXISTING SEWER LINE TO REMAIN AND A PROPOSED OR EXISTING WATER LINE

TO REMAIN BOTH WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF MECHANICAL

JOINT CEMENT LINED DUCTILE IRON PIPE FOR A DISTANCE OF 10-FEET ON EITHER SIDE OF

THE CROSSING. ONE (1) FULL LENGTH OF WATER PIPE SHALL BE CENTERED OVER THE

SEWER AT THE CROSSING.

9. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTED TO BE

ABANDONED AND/OR REMOVED & DISPOSED.

10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKFILLING, AND SURFACE

RESTORATION FOR GAS UTILITY SYSTEMS.

11. ALL ONSITE UTILITIES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED.

12. ALL EXISTING AND PROPOSED MANHOLE FRAMES, COVERS, VALVES, CLEANOUTS, CASTINGS, ETC. SHALL BE RAISED TO FINISHED GRADE PRIOR TO FINAL GRADING AND PAVING

CONSTRUCTION.

13. ALL GRATES IN WALKWAYS SHALL BE ADA COMPLIANT.

14. THE CONTRACTOR SHALL NOT STOCKPILE MATERIALS OR STAGE CONSTRUCTION EQUIPMENT

ON TOP OF INFILTRATION SYSTEMS. INFILTRATION SYSTEMS SHALL BE PROTECTED AND

MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. INFILTRATION SYSTEM

FOOTPRINT SHALL BE PROTECTED FROM COMPACTION AND SEDIMENTATION.

15. CONTRACTOR TO LOCATE AND VERIFY THE RIM AND INVERT ELEVATIONS OF THE EXISTING

SEWER SYSTEM THROUGH THE PROPERTY FROM COUNTY ROAD TO ORANGE STREET AND

REPORT TO THE DESIGN TEAM PRIOR TO INSTALLATION OF ANY SEWER SYSTEM

LINES/CONNECTIONS.

16. PRIOR TO THE ACCEPTANCE OF ALL OF THE UTILITY SYSTEMS, THE CONTRACTOR SHALL

SUBMIT TO THE ENGINEERS, FOR REVIEW AND APPROVAL, AS-BUILT DRAWINGS THAT

INDICATE THE TRUE MEASUREMENT AND LOCATION, HORIZONTAL AND VERTICAL, OF ALL NEW

CONSTRUCTION. AS-BUILT DRAWINGS SHALL BE STAMPED AND SIGNED BY A

MASSACHUSETTS LICENSED LAND SURVEYOR OR LICENSED PROFESSIONAL ENGINEER. THE

AS-BUILT PLANS SHALL ALSO BE SUBMITTED ELECTRONICALLY AS AN AUTOCAD DRAWING FILE

(RELEASE 2018 OR HIGHER).

EXISTING UTILITY TO BE ABANDONED,

REMOVED AND DISPOSED

DOMESTIC WATER PIPE

UNDERGROUND ELECTRIC

WATER VALVEWV

CONCRETE

ASPHALT

IN-FIELD MIX

W DATR

SS DATR

D DATR

DATR DATA AVAILABLE THROUGH RECORDS

1" MILL AND OVERLAY

COMPACTED STONE DUST

EXISTING CONTOURS

IRON ROD FOUND

SURVEY CONTROL POINT

STORM SEWER MANHOLE

STORM SEWER LINE

OVERHEAD UTILITY LINE

OVERHEAD UTILITY POLE

GUY WIRE

ELECTRIC METER

LIGHT POLE

CONCRETE

ASPHALT

GRAVEL

FENCE GATE POST

FENCE

SIGN

COMMUNICATIONS PEDESTAL

BOLLARD

ADA MARKED PARKING

SANITARY SEWER MANHOLE

SANITARY SEWER LINE

FIRE HYDRANT

WATER VALVE

WATERLINE

BURIED ELECTRIC

WATER, SEWER, AND DRAINAGE LINES (DATA

AVAILABLE THROUGH RECORD DRAWINGS)

SANITARY SEWER MANHOLE (DATA AVAILABLE

THROUGH RECORD DRAWINGS)

TELECOM HANDHOLE LOCATED VIA FIELD

OBSERVATIONS

VDOT DRAINAGE INLETS (DATA AVAILABLE

THROUGH RECORD DRAWINGS)

D

X

SD

E

T

S

SS

W

E

DETECTABLE WARNING STRIP

REV. COMMENTS

REVISIONS

DATE

1700 Summit Ave, Suite 100 Richmond, VA 23230 T: (804) 781-3083 F: (617) 338-6472

Civil Engineering Land Surveying Transportation Engineering Structural Engineering

Planning

GIS

Green Infrastructure

DRAFTED BY:

SCALE:

FILE:

NITSCH PROJECT #

DATE:

CHECKED BY:

PROJECT MANAGER:

SURVEYOR:

T

O M

L

IN

SO

N

R D

V

IC

T

O R

IA

V

A

KJ

IS

NYFELER, INC.

JOHN CARTY

16343

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3/19/2026

16343 CDT

1 ISSUED FOR BID 3.20.26

N O

T E S, L E G

E N

D A

N D

A B

B R

E V

IA

T

IO

N

S

C-1.0

N.T.S

SSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

T

D

D E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SD SD SD

S

E E E E E E E E

E

E E

E E

E E

E E

EE

W W

W W

W W

W W

W W

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD

LO

D

LOD

LO

D

LOD

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD

LODLODLODLODLOD

LO

D

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LODLOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LODLO

D

LOD

0'

F R

O N

T

SE

TB

AC

K (T

YP

REMOVE AND DISPOSE OF EXISTING

RIP-RAP APRON WITHIN LOD

MAINTAIN AND PROTECT EXISTING

TRANSFORMER AND GENERATOR

PAD AND EQIUPMENT

MAINTAIN AND PROTECT

EXISTING CURB INLET

LIMITS OF DISTURBANCE (TYP.)

MAINTAIN AND PROTECT

EXISTING UTILITY POLE

MAINTAIN AND PROTECT EXISTING

OVERHEAD POWER LINE

MAINTAIN AND PROTECT

EXISTING WATER METER VAULT

MAINTAIN AND PROTECT

EXISTING OUTLET

SAWCUT LINE (TYP.)

MAINTAIN AND PROTECT EXISTING

SANITARY SEWER MANHOLE

APPROXIMATE 6" PVC WATER

LINE AS PROVIDED BY RECORD

DRAWINGS (TYP.)

APPROXIMATE 8" SANITARY

SEWER LINE AS INDICATED

BY RECORD DRAWINGS (TYP.)

APPROXIMATE TELECOM

HANDHOLE BASED ON FIELD

OBSERVATIONS (TYP.)

MAINTAIN AND PROTECT APPROXIMATE

6" PVC WATER LINE AS INDICATED BY

RECORD DRAWINGS (TYP.)

APPROXIMATE DRAIN PIPE AS

INDICATED BY RECORD

DRAWINGS (TYP.)

APPROXIMATE CURB

INLET AS INDICATED

BY RECORD

DRAWINGS (TYP.)

APPROXIMATE CULVERT

LOCATION BASED ON FIELD

OBSERVATIONS

APPROXIMATE CULVERT

LOCATION AS INDICATED BY

RECORD DRAWINGS (TYP.)

MAINTAIN AND PROTECT

EXISTING FIRE HYDRANT

ASSEMBLY

LIMITS OF FIELD RUN SURVEY. SURVEY

TOPOGRAPHY SUPPLEMENTED BY GIS

OUTSIDE OF THIS AREA

REPLACE IN KIND EXISTING CURB

AND GUTTER AS NEEDED

PROPERTY LINE (TYP.)

UTILITY CUT PAVEMENT

REPLACEMENT

MAINTAIN AND PROTECT

EXISTING 8" PVC PIPE (TYP.)

MAINTAIN AND PROTECT

EXISTING 12" RCP

MAINTAIN AND PROTECT EXISTING BURIED

ELECTRICAL CONDUIT (TYP.)

CONTRACTOR TO DETERMINE ACTUAL DEPTH

AND CONTACT ENGINEER IF DEPTH DIFFERS

FROM THAT SHOWN ON SHEET C-5.1.

MAINTAIN AND PROTECT EXISTING

BURIED ELECTRICAL CONDUIT

MAINTAIN AND PROTECT EXISTING

6" PVC WATER LINE (TYP.)

R/W ACCORDING TO

RECORD DRAWINGS

(TYP.)

CONTRACTOR TO TEST PIT WATERLINE AT THE

BEGINNING OF CONSTRUCTION AND DETERMINE

ACTUAL DEPTH. CONTACT ENGINEER IF FIELD

VERIFIED DEPTH DIFFERS FROM DEPTH SHOWN

ON SHEET C-5.1.

CONTRACTOR TO TEST PIT WATERLINE AT THE

BEGINNING OF CONSTRUCTION AND DETERMINE

ACTUAL DEPTH. CONTACT ENGINEER IF FIELD

VERIFIED DEPTH DIFFERS FROM DEPTH SHOWN

ON SHEET C-5.1.

REMOVE AND DISPOSE OF

EXISTING CONCRETE CURB

AND GUTTER

SAWCUT LINE (TYP.)

MAINTAIN AND PROTECT

EXISTING LIGHT POLE

REMOVE AND DISPOSE OF

EXISTING CONCRETE SIDEWALK

APPROXIMATE ROAD

CENTERLINE BASED ON

AERIAL IMAGERY

REV. COMMENTS

REVISIONS

DATE

1700 Summit Ave, Suite 100 Richmond, VA 23230 T: (804) 781-3083 F: (617) 338-6472

Civil Engineering Land Surveying Transportation Engineering Structural Engineering

Planning

GIS

Green Infrastructure

DRAFTED BY:

SCALE:

FILE:

NITSCH PROJECT #

DATE:

CHECKED BY:

PROJECT MANAGER:

SURVEYOR:

T

O M

L

IN

SO

N

R D

V

IC

T

O R

IA

V

A

KJ

IS

NYFELER, INC.

JOHN CARTY

16343

P R

EP

A

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ED

F O

R

L U

N E N

B U

R G

C O

U N

T Y

P U

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3/19/2026

AS SHOWN

16343 CDM

1 ISSUED FOR BID 3.20.26

E X

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G

C O

N D

IT

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A N

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C-2.0

NA

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VA

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NOTES:

1.THIS TOPOGRAPHIC SURVEY IN LUNENBURG COUNTY,

VA WAS COMPLETED UNDER THE DIRECT SUPERVISION

AND RESPONSIBLE CHARGE OF KAREN A. HUBBARD

FROM AN ACTUAL GROUND SURVEY MADE UNDER MY

SUPERVISION;THE IMAGERY AND DATA WAS OBTAINED

BETWEEN 5/12/2025 AND 5/15/2025;AND THIS MAP MEETS

MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE

NOTED.

2. VERTICAL DATUM: NAVD88

3. HORIZONTAL AND VERTICAL DATUM ESTABLISHED

WITH VRS NETWORK RTK SOLUTIONS FOR GPS

OBSERVED POINTS.

4. UTILITIES SHOWN ARE FROM FIELD LOCATED

EVIDENCE OF SURFACE UTILITIES AND VIRGINIA UTILITY

PROTECTION SERVICES TICKET NUMBER A516801073.

UTILITY LOCATIONS ARE NOT WARRANTED TO BE

EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL

UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE

SHOWN ON THIS SURVEY

5. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A

TITLE REPORT. EASEMENTS MAY EXIST THAT ARE NOT

SHOWN.

6. THIS MAP IS NOT A BOUNDARY SURVEY. BOUNDARY

SHOWN FROM LIMITED FIELD WORK AND COURTHOUSE

RESEARCH.

7. THIS MAP WAS PREPARED FOR:

NITSCH ENGINEERING

1700 SUMMIT AVE

SUITE 100

RICHMOND, VA 23230

SSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

T

D

D E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

SD SD SD

S

E E E E E E E E

E

E E

E E

E E

E E

EE

W W

W W

W W

W W

W W

SAF

SAF

SAF

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SEDIMENT TRAP - SEE DETAIL

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BOTTOM OF TRAP: 537.0

BASE OF STONE OUTLET: 541.0

TOP OF STONE OUTLET: 543.5

TOP OF EMBANKMENT: 544.5

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INLET PROTECTION

CULVERT INLET PROTECTION

SEDIMENT TRAP

CONCRETE WASHOUT PIT

LOD

EROSION AND SEDIMENT

CONTROL PHASE I LEGEND

C-ECM-04

C-ECM-05

C-ECM-14

C-PCM-01

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C-SSM-09

C-SCM-03

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REV. COMMENTS

REVISIONS

DATE

1700 Summit Ave, Suite 100 Richmond, VA 23230 T: (804) 781-3083 F: (617) 338-6472

Civil Engineering Land Surveying Transportation Engineering Structural Engineering

Planning

GIS

Green Infrastructure

DRAFTED BY:

SCALE:

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NITSCH PROJECT #

DATE:

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NYFELER, INC.

JOHN CARTY

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APPROVAL FROM THE E&S INSPECTOR

AFTER FINAL STABILIZATION, RETURN

SLOPE TO EXISTING GRADES

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SEE DETAIL SHEET C-7.3

PERMANENT LEVEL SPREADER

SEE DETAIL SHEET C-7.3

PERMANENT LEVEL SPREADER

SEE DETAIL SHEET C-7.3

CLASS I RIP-RAP TO

REPLACE EXISTING

RIP-RAP OUTFALL

PS

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PROPERTY LINE

DIVERSION DIKE

DIVERSION

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SUPER SILT FENCE

BLANKETS AND MATTING

PERMANENT SEEDING

CONSTRUCTION ENTRANCE

INLET PROTECTION

CULVERT INLET PROTECTION

SEDIMENT TRAP

LOD

EROSION AND SEDIMENT

CONTROLPHASE II LEGEND

C-ECM-04

C-ECM-05

C-ECM-14

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REV. COMMENTS

REVISIONS

DATE

1700 Summit Ave, Suite 100 Richmond, VA 23230 T: (804) 781-3083 F: (617) 338-6472

Civil Engineering Land Surveying Transportation Engineering Structural Engineering

Planning

GIS

Green Infrastructure

DRAFTED BY:

SCALE:

FILE:

NITSCH PROJECT #

DATE:

CHECKED BY:

PROJECT MANAGER:

SURVEYOR:

T

O M

L

IN

SO

N

R D

V

IC

T

O R

IA

V

A

KJ

IS

NYFELER, INC.

JOHN CARTY

16343

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EP

A

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N E N

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R G

C O

U N

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9VAC25-875-560. EROSION AND SEDIMENT CONTROL CRITERIA,

TECHNIQUES, AND METHODS: MINIMUM STANDARDS.

AN EROSION AND SEDIMENT CONTROL PLAN CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES, AND METHODS SHALL BE SUBMITTED TO THE VESMP AUTHORITY OR VESCP AUTHORITY FOR REVIEW AND APPROVAL:

1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS.

PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.

2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY

TRANSPORTED FROM THE PROJECT SITE.

3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT

IS UNIFORM, IS MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION.

4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL

BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS

IMMEDIATELY AFTER INSTALLATION.

6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE

AREA TO BE SERVED BY THE TRAP OR BASIN.

A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND

THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.

B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST

WHILE THE SEDIMENT BASIN IS UTILIZED.

7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH

ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.

8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE

TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE.

9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.

10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE

TREATED TO REMOVE SEDIMENT.

11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE

CONVEYANCE CHANNEL AND RECEIVING CHANNEL.

12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT, AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.

EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.

13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.

14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE

WATERCOURSES SHALL BE MET.

15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS

COMPLETED.

16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO

OTHER APPLICABLE CRITERIA:

A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.

C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR

OFF-SITE PROPERTY.

D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND

PROMOTE STABILIZATION.

E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.

F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.

17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING

ACTIVITIES.

18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP OR VESMP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION, AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MANMADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY

REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS:

a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MANMADE RECEIVING CHANNEL, PIPE, OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR

PIPE SYSTEM SHALL BE PERFORMED.

b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:

(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR

(2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL

NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS.

(b) ALL PREVIOUSLY CONSTRUCTED MANMADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP THE STORMWATER'S BANKS AND BY THE USE OF A TWO-YEAR STORM TO

DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND

(c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT

STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.

c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MANMADE CHANNELS OR PIPES ARE NOT

ADEQUATE, THE APPLICANT SHALL:

(1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR

STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS;

(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE

APPURTENANCES;

(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR

(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION, OR OTHER MEASURES THAT IS

SATISFACTORY TO THE VESCP OR VESMP AUTHORITY TO PREVENT DOWNSTREAM EROSION.

d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.

e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE

DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.

f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, THE APPLICANT SHALL OBTAIN APPROVAL FROM THE VESCP OR VESMP AUTHORITY FOR A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR

PERFORMING THE MAINTENANCE.

g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY…