B6_-_Southerland_Lot_15_Single_Family_Dwelling_Site_Plan.pdf

S

DD

DD

"C"

BcA

"C"

BcA

"D"

LQA

"C"

BaB

151’

R/W

R/W

R .3 ’ L

.5

(V A R

IA

B L E W

ID

T H R /W

M

IL

L H

IL

L R

O A

D

217.65

217.75

217.73 217.66

217.76

217.55

218.15

’ B .R .L

FF = 222.02

BF = 212.27

(2R)

PR. 253

LF 2" WHC

25’ B .R.L.

25’ B.R.L.

’ B .R .L

.0

.5

.1

.2

2.0’

31.6 7’

.1

.4

.3

220.72

GF =

(12R)

4.0’

1.00

1.33

ELEV. 1

THE SEVERN

219.80

29 20

LF

6"

SH

C P

IPE

1.5

217.28

.1

213.4’

38.8

.6

36.0

4.0’

E\W

(C/O #1)

(C/O #2) (C/O #3)

(C/O #4)

75 LF 6" PVC (SCH 40) @ 2.0% 50 LF 6" PVC (SCH 40) @ 1.5%

.0

SCE

217.39

219 @ 2.0%

40 LF 6" PVC (SCH 40)

50 LF 6" PVC (SCH 40) @

2.0%

28947 6/19/2024

DATE: CAD STANDARDS VERSION:

MAP GRID

ONE INCH

1" =

SHEET

OF

SOUTHERLAND LOT 15

PB 10, PG 102

SINGLE FAMILY DWELLING SITE PLAN

HORIZONTAL:

VERTICAL:

MISS UTILITY NOTE

3902-02-00

PAW/WDH

W5E / S3E

SIXTH (6TH) ELECTION DISTRICT, CHARLES COUNTY, MARYLAND

SITE DATUM

TAX MAP / PARCEL

RL (WCD)

7 / 216 14

1145 / 0127

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO.____________, EXPIRATION DATE:__________

TIMBERLAKE HOMES, BT.

304 HARRY TRUMAN PARKWAY

SUITE M

ANNAPOLIS, MARYLAND

PHONE# 443-837-3115

FAX# 301-366-0885

BRIAN MESSINO

SEE SEAL

PROFESSIONAL CERTIFICATION

P:\05221600\Engineer\Sheet_Files\Site\INDV-LOTS\Timberlake\LOT.sht Scale= 30.0000 sf / in. User= CChobert PLTdrv= PDF_Special_150.pltcfg Pentbl= TEXT_SUB.tbl 3/2/2022 10:57:29 AM www.solteszco.comP. 301.870.2166 F. 301.870.2884

Waldorf, MD 20602

401 Post Office Road, Suite 103

WALDORF OFFICE

If v e ri fic a tio n o f th e in fo rm a tio n c o n ta in e d h e re o n is n e e d e d co n ta ct s h o u ld b e m a d e d ir e ct ly w ith S

O L T E S Z S

O L T E S Z m a ke s n o w a rr a n tie s, e xp re ss o r im p lie d co n ce rn in g t h e a cc u ra cy o f a n y in fo rm a tio n t h a t h a s b e e n t ra n sm itt e d b y e le ct ro n ic m e a n s.

T h e o ri g in a l o f th is d ra w in g d o cu m e n t w a s p re p a re d b y S o lte sz In c.

S

O L T E S Z I f th is d o cu m e n t w a s n o t o b ta in e d d ir e ct ly f ro m S

O L T E S Z a n d /o r it w a s tr a n sm itt e d e le ct ro n ic a lly S

O L T E S Z c a n n o t g u a ra n te e t h a t u n a u th o ri ze d c h a n g e s a n d o r a lte ra tio n s w e re n o t m a d e b y o th e rs

Environmental Sciences

Planning

Surveying

Engineering

Soltesz DC, LLC

Frederick

Leonardtown

Waldorf

Lanham

Rockville

V8 - NCS

NO.

DESIGNED:

REVISIONS

TECHNICIAN:

BY DATE

CHECKED:

PROJECT NO.

THAN NOTED MAY REQUIRE REVISIONS TO THIS PLAN.

BEFORE PROCEEDING WITH CONSTRUCTION. CLEARANCES LESS

LESS, CONTACT THE ENGINEER AND THE UTILITY COMPANY

SHOWN ON THIS PLAN OR TWELVE (12) INCHES, WHICHEVER IS

THE START OF EXCAVATION. IF CLEARANCES ARE LESS THAN

CONTACT "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO

PITS BY HAND, WELL IN ADVANCE OF THE START OF EXCAVATION.

EXISTING UTILITIES AND UTILITY CROSSINGS BY DIGGING TEST

MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL

WAS OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR

INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES

A B C D E F G H I J K L M N O

GRID

REFERENCE

ZONING CATEGORY: W&S CATEGORY:

GRID

LIBER / FOLIO

OWNER/DEVELOPER/APPLICANT

INC.SOLTESZ,

S T

A T

E

OF MARY

L A

N D

E R

N E

I

ENG

NO AL

P R

O

E

F

S

IS

E L

R E

KCAW MADA K

CI

R

T A

P

74982 .o N

VICINITY MAP

SCALE: 1"=2000’

WILLIAM DIGGS

E.S.

A.

ESTATES

MILL

HILL

M

IL

L

H

IL

L

R D

H

IL

L

R D

DAVI

S

R D

ST LE

X

IN

G

TO

S T

S U P E R

AS

TI

M E R C

H A N T

C O

U R

TBLAND

ST

ST

F R

A N

C

IS

TOWE

MILLLA

G R

IS

T C T

JA

Y

S T

FLOUR

CT

SPICE

CT

C T

M

IL

L

SITE

S T

A T

E

OF MARY

L A

N D

E R

N E

I

ENG

NO AL

P R

O

E

F

S

IS

E L

R E

KCAW MADA K

CI

R

T A

P

74982 .o N

LOT 14

PB10 PG102

L3012 F28

TM7 P216

BETH A. PENCE

CRAIG T. PENCE &

N/F

SITE TABULATIONS

STANDARD STABILIZATION NOTE

CONSIDERED ADEQUATELY STABILIZED.

VEGETATION IS ESTABLISHED, THE SITE SHALL HAVE 95% GROUNDCOVER TO BE

GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING. ONCE

VERTICAL (3:1); AND SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR

DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1

CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTOLS, DIKES, SWALES,

PERMANENT OR TEMPORARY STABILIZTION SHALL BE COMPLETED WITHIN THREE (3)

FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, SEEDING FOR

STANDARD STABILIZATION NOTE

CONSIDERED ADEQUATELY STABILIZED.

VEGETATION IS ESTABLISHED, THE SITE SHALL HAVE 95% GROUNDCOVER TO BE

GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING. ONCE

VERTICAL (3:1); AND SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR

DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1

CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTOLS, DIKES, SWALES,

PERMANENT OR TEMPORARY STABILIZTION SHALL BE COMPLETED WITHIN THREE (3)

FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, SEEDING FOR

ABBREVIATIONS

FF = FINISHED FLOOR

BF = BASEMENT FLOOR

GF = GARAGE FLOOR

HP = HIGH POINT

LP = LOW POINT

EXTENSION

DSE = DOWNSPOUT

LEGEND

180EXISTING CONTOUR

EXISTING TREELINE

PROPOSED TREELINE

PROPOSED CONTOUR 180

SILT FENCE

SUPER SILT FENCE

DISTURBANCE

LIMITS OF

PLAT

SEWAGE EASEMENT

AS SHOWN ON

PERCOLATION TEST

NEW PERCOLATION TEST

DRIVEWAY

CONCRETE

PAVED OR

F

T

30’ MIN

M

IN

ED-A2

EARTH DIKE

TSOS OR TGOS

MOUNTABLE BERM

S C

A L E

LOT AREA = 1.09 ACRES

NOT TO SCALE

VEGETATIVE CHANNEL "BIOFILTER" CONTRIBUTING AREA

DRY WELL COMPENSATION CONTRIBUTING AREA

DISCONNECTED ROOFTOP CONTRIBUTING AREA

ROOF PLAN SCHEMATIC

LEGEND

FRONT OF HOUSE

SITE PLAN

"RECONNECTS".

DOWNSPOUTS MUST BE AT LEAST 10’ AWAY FROM IMPERVIOUS SURFACES TO PREVENT 4.

THE ENTIRE VEGETATIVE CHANNEL IS AN AVERAGE OF 5% SLOPE OR LESS. SEE PLAN.3.

SEE ’DRYWELL DESIGN’ BELOW.

THE LENGTH OF THE DISCONNECTION IS 75’ MIN, OR COMPENSATED WITH A DRYWELL. 2.

SHEET.

OR LESS. THE AREAS UTILIZING THIS CREDIT ARE SHOWN ON THE ROOF PLAN THIS

THE CONTRIBUTING AREA OF ROOFTOP TO EACH DISCONNECTED DISCHARGE IS 500 SF 1.

(N-1) DISCONNECTED ROOFTOP CREDIT DESIGN

SEE ROOF PLAN SCHEMATIC THIS SHEET

30’

PB19 PG21

L1382 F403

TM7 P164

MARY B. PROCTOR

LARRY A. PROCTOR &

N/F

E X . R

IG

H T -O

F -W

A Y

E X . R

IG

H T -O

F -W

A Y

E X R

IG

H T -O

F -W

A Y

EX. RIGHT-OF-WAY

E X . R

IG

H T -O

F -W

A Y

E X . R

IG

H T -O

F -W

A Y

E X . R

IG

H T -O

F -W

A Y

E X C

M P

3/2/2022 C.C. C.C.

IMPERVIOUS AREA = 3,145 SF

INV. ELEV.: 215.62

TOP ELEV.: 219.15

V10 = 2.89 FPS

Q10 = 0.85 CFS

CONSULTANT CERTIFICATION:

SEAL

OF THE ENVIRONMENT STORMWATER MANAGEMENT REGULATIONS."

SEDIMENT CONTROL OR CURRENT REVISIONS THEREOF, AND DEPARTMENT

WITH THE 2011 STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND

"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE

DATE:

SIGNATURE:

PHONE #:

ADDRESS:

FIRM:

TITLE:

PRINTED NAME:

MD LICENSE NO.: 28947

CONSULTANT CERTIFICATION:

SEAL

OF THE ENVIRONMENT STORMWATER MANAGEMENT REGULATIONS."

SEDIMENT CONTROL OR CURRENT REVISIONS THEREOF, AND DEPARTMENT

WITH THE 2011 STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND

"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN DESIGNED IN ACCORDANCE

DATE:

SIGNATURE:

PHONE #:

ADDRESS:

FIRM:

TITLE:

PRINTED NAME:

MD LICENSE NO.: 28947

301-870-2166

WALDORF, MD 20602

401 POST OFFICE RD, SUITE 103

SOLTESZ

ASSOCIATE

PATRICK WACKERLE

3/2/2022

DISTURBED AREA (ON LOT)= 0.338 ACRES

(PUBLIC 50’ R

/W)

DEVONFIELD AVE

DESIGN SPEED

= 25 MPH

(3:1 MAX SLOPE)

STOCKPILE

15’ (W) X 15’ (L) X 4’ (H)

DISTURBED AREA (OFF LOT)= 0.105 ACRES

WOODED AREA DISTURBED = 0.306 ACRES

75’

75’

PR. 22 LF 15" SRP @ 0.5%

DISCONNECT

NON-ROOFTOP

1.0926 ACS

LOT 15

PB10 PG102

L1145 F127

TM7 P216

IGBAFEN MODUPE

N/F

UTILITY POLE

EX. RELOCATED

E X . P

U B L

IC

D

R A

IN

A G

E E

S M

T

75’

DISCONNECT

NON-ROOFTOP

DRAINAGE ESMT

EX. PUBLIC

D E S

IG

N S

P E E

D M

P H

297 SF

210 SF

209 SF

170 SF

364 SF

21 SF

RAIN GARDEN RAIN GARDEN

402 SF 232 SF

ROOFTOP

DISCONNECT

75 LF @ 2.6%

ROOFTOP

DISCONNECT

75 LF @ 2.9%

ROOFTOP

DISCONNECT

75 LF @ 2.8%

ROOFTOP

DISCONNECT

75 LF @ 2.7%

ROOFTOP

DISCONNECT

75 LF @ 2.8%

ROOFTOP

DISCONNECT

75 LF @ 3.2%

STANDARD DETAIL R/2.48

PER CHARLES COUNTY

REPLACE EXISITING ASPHALT

SAW CUT EXISTING ROADWAY,

STANDARD DETAIL R/2.48

PER CHARLES COUNTY

REPLACE EXISITING ASPHALT

SAW CUT EXISTING ROADWAY,

DETAIL R/2.22

CHARLES COUNTY STANDARD

REMOVED AND REPLACED PER

EX. CURB & GUTTER TO BE

STANDARD DETAIL R/2.48

PER CHARLES COUNTY

REPLACE EXISITING ASPHALT

SAW CUT EXISTING ROADWAY,

STANDARD DETAIL R/2.48

PER CHARLES COUNTY

REPLACE EXISITING ASPHALT

SAW CUT EXISTING ROADWAY,

CONSTRUCTION

CLOSED AT A TIME DURING

WITHIN MILL HILL ROAD SHALL BE

CONSTRUCTION ONLY (1) ONE LANE

LANE CLOSURE ASSOCIATED WITH

STANDARD DETAIL MD104.02-10 FOR

CONTRACTOR SHALL FOLLOW MSHA

AND DEVONFIELD AVENUE,

FOR WORK WITHIN MILL HILL ROAD

PR. INV. IN= 210.53

EX INV. OUT= 210.25

RIM ELEV.= 217.71

EX. MH#42 (VR#04-1-0124)

STANDARD DETAIL R/2.22

KIND) PER CHARLES COUNTY

REMOVED AND REPLACED (IN

EX. CURB & GUTTER TO BE

DETAIL R/2.22

CHARLES COUNTY STANDARD

REPLACED (IN KIND) PER

SIDEWALK TO BE REMOVED AND

EX. CURB, GUTTER AND

GENERAL NOTES

THE OWNER/BUILDER SHALL CONSTRUCT THE PERMANENT DRIVEWAY ENTRANCE AND CULVERT PER PLAN.

MILL HILL ROAD NOT COMPLETED. SHOULD CONSTRUCTION WITHIN MILL HILL ROAD BE COMPLETED PRIOR TO LOT 15, LINE WITH A TEMPORARY APRON AND CULVERT CONSTRUCTED WITHIN THE RIGHT-OF-WAY SHOULD IMPROVEMENTS TO

THE OWNER/BUILDER SHALL CONSTRUCT THE PROPOSED ASPHALT DRIVEWAY TO THE MILL HILL ROAD RIGHT-OF-WAY

THIS LOT WILL REQUIRE AN EJECTOR PUMP FOR BASEMENT PLUMBING.

DWELLINGS PER THE CHARLES COUNTY COMMISSIONERS BILL 2006-14 EFFECTIVE JANUARY 18, 2007.

AUTOMATIC FIRE SPRINKLER SYSTEMS ARE REQUIRED FOR ALL SINGLE FAMILY AND MULTIFAMILY RESIDENTIAL

FACILITIES AGREEMENT DECLARATION OF COVENANTS RECORDED AT LIBER AT FOLIO .

SEE SINGLE AND MULTIPLE LOT INSPECTION AND MAINTENANCE OF PRIVATE ON-SITE STORMWATER MANAGEMENT

REGULATIONS. CHANGES IN TOPOGRAPHY OR SITE DESIGNATION MAY VOID THIS APPROVAL.

THE HEALTH DEPARTMENT APPROVAL CERTIFIES THAT THE LOT SHOWN HEREON IS CONSISTENT WITH PERMIT LAWS AND

THIS LOT SHALL BE SERVED BY PUBLIC SEWER AND WATER.

FENCE.

ADJACENT LOTS DURING CONSTRUCTION. UP0N STABILIZATION OF EITHER LOT, THE DISTURBED LOT SHALL INSTALL SILT

CONSTRUCTION OF THE SUBJECT LOT, THE CONTRACTOR MAY ELECT TO NOT INSTALL SILT FENCE BETWEEN THE TWO

SWM INSPECTION. IF ADJACENT LOT(S) ARE UNDER SAME OWNERSHIP AND ARE ALSO NOT STABILIZED AT THE TIME OF

CERTIFICATION MUST BE SUBMITTED TO THE CHARLES COUNTY INSPECTION PERSONNEL AT OR BEFORE THE TIME OF

THE U&O IS REQUESTED. ALSO, IF THE CERTIFICATION FROM A PROFESSIONAL IS REQUIRED, THEN A COPY OF THE

CHARLES COUNTY INSPECTION PERSONNEL. CALL 301-645-0700 TO SCHEDULE THE INSPECTION AT LEAST 2 DAYS BEFORE

PRIOR TO THE ISSUANCE OF THE USE AND OCCUPANCY CERTIFICATE (U&O), A FINAL INSPECTION WILL BE PERFORMED BY

LOCATION TO BE DETERMINED IN THE FIELD.

SUMP PUMP OR FOUNDATION DRAIN SHALL DISCHARGE A MINIMUM OF 10 FEET AWAY FROM THE PROPOSED DWELLING.

SEDIMENT CONTROL INSPECTOR.

AFTER THE SITE IS ADEQUATELY AND VEGETATIVELY STABILIZED, INSPECTED, AND APPROVED BY THE EROSION &

ALL NECESSARY SEDIMENT AND EROSION CONTROL MEASURES PER THE CONSTRUCTION PLANS CAN ONLY BE REMOVED

HAVE 95% GROUND COVER TO BE CONSIDERED ADEQUATELY STABILIZED.

AS TO ALL OTHER DISTURBED AREAS ON THE PROJECT SITE. ONCE THE VEGETATION IS ESTABLISHED, THE SITE SHALL

DITCHES, PERIMETER SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND SEVEN (7) DAYS

COMPLETED WITHIN THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE

COUNTY STANDARDS FOR ASPHALT DRIVEWAYS AND CONCRETE LEAD WALKS.

AND GRADES SHOWN ON THIS PLAN. PROPOSED DRIVEWAY AND LEAD WALK SHALL BE CONSTRUCTED PER CHARLES

CONTRACTOR TO GRADE DRIVEWAY AS SHOWN ON DRIVEWAY ENTRANCE DETAIL R2.33 IN CONFORMANCE TO SLOPES

DATED SEPTEMBER 4, 2013 FEMA PANEL NO. 24017C 0065C.

THERE IS NO 100 YEAR FLOODPLAIN ON THIS LOT IN ACCORDANCE WITH THE F.I.R.M. FOR CHARLES COUNTY, MARYLAND, THIS LOT IS IN COMPLIANCE WITH THE CHARLES COUNTY COMPREHENSIVE WATER AND SEWER PLAN.

ACCORDANCE WITH THE CURRENT COUNTY ORDINANCES.

CONSTRUCTION MANUAL, THE LATEST CHARLES COUNTY DETAIL MANUAL, AND IN

OF PLANNING AND GROWTH MANAGEMENT STANDARDS AND SPECIFICATIONS FOR

ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST CHARLES COUNTY DEPARTMENT

(M

IN

O R A

R T E R

IA

L C

O L L E C T O

R

APPENDIX B.4.

6. THE PLANTING SOIL AND MULCH SHALL CONFORM TO THE SPECIFICATIONS FOUND IN

MAINTAIN SOIL MOISTURE AND TO PREVENT PREMATURE CLOGGING.

5. A MULCH LAYER TWO THREE INCHES DEEP SHALL BE APPLIED TO THE PLANTING SOIL TO

4. A MINIMUM SIX TO TWELVE-INCHES LAYER OF PLANTING SOIL SHALL BE PROVIDED.

CONSIDERED.

OF HSG C AND , AT-GRADE APPLICATION S OR SOIL AMENDMENTS SHOULD BE

3. EXCAVATED RAIN GARDENS WORK BEST WHERE HSG A AND B ARE PREVALENT. IN AREAS

ABOVE THE FACILITY WITH A SURFACE PONDING DEPTH OF 6-INCHES OR LESS.

CONTRIBUTING DRAINAGE AREA. TEMPORARY STORAGE OF THE ESDv MAY BE PROVIDED

DRAINAGE AREA. A PE VALUE BASED ON EQUATION 5.3 SHALL BE APPLIED TO THE

2. THE SURFACE AREA (Af) OF RAIN GARDENS SHALL BE AT LEAST 2% OF THE CONTRIBUTING

EXCEEDED.

BIORETENTION (F-6) SHOULD BE CONSIDERED WHEN THESE REQUIREMENTS ARE

SUBDIVISION SHALL BE 2,000 SQ.FT. OR LESS. MICRO-BIORETENTION (M-6) OR

1. THE DRAINAGE AREA TO A RAIN GARDEN SERVING A SINGLE LOT IN A RESIDENTIAL

(M-7) RAIN GARDEN (SEE NOTES/DETAILS ON SHEET 3)

ON SHEET 3)

(SEE DETAIL/NOTES

O.A. DA = 1,757 SF

GARDEN

21’ (L) X 8’ (W) RAIN

CASING

OF FUTURE 24" DIA STEEL

APPROX. LOCATION

INV = 217.70

UNDERDRAIN @ 0.0%

6" PERF PVC

DRAINAGE ESMT

EX. PUBLIC

EITHER SIDE OF CROSSING LOCATION.

CONCRETE ENCASEMENT SHALL BE PLACED 10-FT ON

CH. COUNTY STANDARD DETAIL M/2.05.

WATERMAIN WHICH IS LOCATED BELOW THE SHC PER

LOT 15, THE CONTRACTOR SHALL ENCASE THE

OF THE CONTRACTOR’S INSTALLATION OF THE SHC FOR

PROPOSED WATERMAIN WITHIN MILL HILL ROAD AHEAD

SHOULD CHARLES COUNTY CIP CONSTRUCT THE

UTILITY CROSSINGS (TYPICAL)

MOUNTABLE BERM

ENTRANCE WITH

CONSTRUCTION

STABILIZED

- 95% COMPACTED SUBRADE

- 6" BANK RUN GRAVEL OR CR6

PAVEMENT

- 2" HOT MIX ASPHALT SURFACE

DRIVEWAY PAVEMENT SECTION

MilesC Assign to Discipline

<ID:1>

WellsTR Snapshot

<ID:3>

WellsTR Callout <ID:3>Same day stabilization required for all trench work.

WellsTR Assign to Discipline

<ID:3>

ONE INCH

1" =

TAX MAP / PARCEL

RL (WCD)

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO.____________, EXPIRATION DATE:__________

TIMBERLAKE HOMES, BT.

304 HARRY TRUMAN PARKWAY

SUITE M

ANNAPOLIS, MARYLAND

PHONE# 443-837-3115

FAX# 301-366-0885

BRIAN MESSINO

SEE SEAL

PROFESSIONAL CERTIFICATION

P:\05221600\Engineer\Sheet_Files\Site\INDV-LOTS\Timberlake\PROFILE.sht Scale= 50.0000 sf / in. User= CChobert PLTdrv= PDF_Special_150.pltcfg Pentbl= TEXT_SUB.tbl 3/2/2022 11:03:25 AM www.solteszco.comP. 301.870.2166 F. 301.870.2884

Waldorf, MD 20602

401 Post Office Road, Suite 103

WALDORF OFFICE

If v e ri fic a tio n o f th e in fo rm a tio n c o n ta in e d h e re o n is n e e d e d co n ta ct s h o u ld b e m a d e d ir e ct ly w ith S

O L T E S Z S

O L T E S Z m a ke s n o w a rr a n tie s, e xp re ss o r im p lie d co n ce rn in g t h e a cc u ra cy o f a n y in fo rm a tio n t h a t h a s b e e n t ra n sm itt e d b y e le ct ro n ic m e a n s.

T h e o ri g in a l o f th is d ra w in g d o cu m e n t w a s p re p a re d b y S o lte sz In c.

S

O L T E S Z I f th is d o cu m e n t w a s n o t o b ta in e d d ir e ct ly f ro m S

O L T E S Z a n d /o r it w a s tr a n sm itt e d e le ct ro n ic a lly S

O L T E S Z c a n n o t g u a ra n te e t h a t u n a u th o ri ze d c h a n g e s a n d o r a lte ra tio n s w e re n o t m a d e b y o th e rs

Environmental Sciences

Planning

Surveying

Engineering

Soltesz DC, LLC

Frederick

Leonardtown

Waldorf

Lanham

Rockville

V8 - NCS

NO.

DESIGNED:

REVISIONS

TECHNICIAN:

BY DATE

CHECKED:

PROJECT NO.

THAN NOTED MAY REQUIRE REVISIONS TO THIS PLAN.

BEFORE PROCEEDING WITH CONSTRUCTION. CLEARANCES LESS

LESS, CONTACT THE ENGINEER AND THE UTILITY COMPANY

SHOWN ON THIS PLAN OR TWELVE (12) INCHES, WHICHEVER IS

THE START OF EXCAVATION. IF CLEARANCES ARE LESS THAN

CONTACT "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO

PITS BY HAND, WELL IN ADVANCE OF THE START OF EXCAVATION.

EXISTING UTILITIES AND UTILITY CROSSINGS BY DIGGING TEST

MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL

WAS OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR

INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES

A B C D E F G H I J K L M N O

GRID

REFERENCE

ZONING CATEGORY: W&S CATEGORY:

GRID

LIBER / FOLIO

OWNER/DEVELOPER/APPLICANT

INC.SOLTESZ,

S T

A T

E

OF MARY

L A

N D

E R

N E

I

ENG

NO AL

P R

O

E

F

S

IS

E L

R E

KCAW MADA K

CI

R

T A

P

74982 .o N

230230

230230

1+00 2+00 3+00

EX. GRADE

C/L

MH

EX.

INV. IN =210.53

EX. INV. = 210.25

EX. TOP = 217.71

VR # 04-1-0124

C.O.

C.O.

INV. = 212.62

TOP = 220.00

C.O.

INV. = 211.88

TOP = 218.50

P R

O P E R T Y L

IN

E

INV. = 214.15

EX. 18" SRMP

INV. = 214.80

EX. 6" CL-50

1" = 5’ VERT.

1"= 50’ HORZ.

SEWER PROFILE

0+00

INV. = 214.12

TOP = 218.00

COVER

3.5’ MIN.

PROP. GRADE

INV. = 215.12

TOP = 219.15

C.O.

@ 1.5%

50 LF 6" PVC(SCH 4)

90 LF 6" PVC (SCH 40) @ 1.5%

@ 2.0%

75 LF 6" PVC (SCH 40)

@ 2.0%

50 LF 6" PVC (SCH 40)

@ 2.0%

40 LF 6" PVC (SCH 40)

WATERMAIN AHEAD OF LOT 15).

IN THE EVENT THAT COUNTY CONSTRUCTS

(CONTRACTOR SHALL ENCASE WATERMAIN

FUTURE 12" WATER DIP (CL 50) INV. = 209.84’

DSP-210037: MILL HILL ROAD WATERMAIN

SEWER AND ROAD REPAIR CONSTRUCTION NOTES:

5. CONTRACTOR SHALL REPAIR PAVEMENT PER DETAIL R 2.48 SHOWN ON THIS SHEET.

S 1.07 ON THIS SHEET.

4. CONTRACTOR SHALL CONNECT TO THE EX. MH 42 VIA KOR-N-SEAL AS SHOWN ON DETAIL

EXISTING FEATURES DAMAGED DURING CONSTRUCTION OF THE SEWER CONNECTION.

3. CONTRACTOR SHALL REPLACE "IN KIND" PAVEMENT, CURB, SIDEWALKS AND ANY OTHER

2. THE 6" SEWER CONNECTION AND ROAD REPAIR SHALL BE COMPLETED IN THE SAME DAY.

EXISTING STORMDRAIN, WATER AND SEWER.

1. CONTRACTOR IS RESPONSIBLE FOR TEST PIT TO VERIFY LOCATIONS AND DEPTHS OF

SEWER PROFILE AND TYPICAL DETAILS

WDHCC/PAW

AS SHOWN

3/2/2022

1/14/202136757

@ 2.0%

40 LF 6" SHC

BF = 212.27

FF = 222.02

ONE INCH

1" =

TAX MAP / PARCEL

RL (WCD)

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO.____________, EXPIRATION DATE:__________

TIMBERLAKE HOMES, BT.

304 HARRY TRUMAN PARKWAY

SUITE M

ANNAPOLIS, MARYLAND

PHONE# 443-837-3115

FAX# 301-366-0885

BRIAN MESSINO

SEE SEAL

PROFESSIONAL CERTIFICATION

P:\05221600\Engineer\Sheet_Files\Site\INDV-LOTS\Timberlake\NOTES AND DETAILS.sht Scale= 30.0000 sf / in. User= CChobert PLTdrv= PDF_Special_150.pltcfg Pentbl= TEXT_SUB.tbl 3/2/2022 10:59:25 AM www.solteszco.comP. 301.870.2166 F. 301.870.2884

Waldorf, MD 20602

401 Post Office Road, Suite 103

WALDORF OFFICE

If v e ri fic a tio n o f th e in fo rm a tio n c o n ta in e d h e re o n is n e e d e d co n ta ct s h o u ld b e m a d e d ir e ct ly w ith S

O L T E S Z S

O L T E S Z m a ke s n o w a rr a n tie s, e xp re ss o r im p lie d co n ce rn in g t h e a cc u ra cy o f a n y in fo rm a tio n t h a t h a s b e e n t ra n sm itt e d b y e le ct ro n ic m e a n s.

T h e o ri g in a l o f th is d ra w in g d o cu m e n t w a s p re p a re d b y S o lte sz In c.

S

O L T E S Z I f th is d o cu m e n t w a s n o t o b ta in e d d ir e ct ly f ro m S

O L T E S Z a n d /o r it w a s tr a n sm itt e d e le ct ro n ic a lly S

O L T E S Z c a n n o t g u a ra n te e t h a t u n a u th o ri ze d c h a n g e s a n d o r a lte ra tio n s w e re n o t m a d e b y o th e rs

Environmental Sciences

Planning

Surveying

Engineering

Soltesz DC, LLC

Frederick

Leonardtown

Waldorf

Lanham

Rockville

V8 - NCS

NO.

DESIGNED:

REVISIONS

TECHNICIAN:

BY DATE

CHECKED:

PROJECT NO.

THAN NOTED MAY REQUIRE REVISIONS TO THIS PLAN.

BEFORE PROCEEDING WITH CONSTRUCTION. CLEARANCES LESS

LESS, CONTACT THE ENGINEER AND THE UTILITY COMPANY

SHOWN ON THIS PLAN OR TWELVE (12) INCHES, WHICHEVER IS

THE START OF EXCAVATION. IF CLEARANCES ARE LESS THAN

CONTACT "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO

PITS BY HAND, WELL IN ADVANCE OF THE START OF EXCAVATION.

EXISTING UTILITIES AND UTILITY CROSSINGS BY DIGGING TEST

MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL

WAS OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR

INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES

A B C D E F G H I J K L M N O

GRID

REFERENCE

ZONING CATEGORY: W&S CATEGORY:

GRID

LIBER / FOLIO

OWNER/DEVELOPER/APPLICANT

INC.SOLTESZ,

S T

A T

E

OF MARY

L A

N D

E R

N E

I

ENG

NO AL

P R

O

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F

S

IS

E L

R E

KCAW MADA K

CI

R

T A

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74982 .o N

NOTES AND DETAILS

THE MINIMUM SOIL CONDITIONS REQUIRED FOR PERMANENT VEGETATIVE ESTABLISHMENT ARE:

B. SOLUBLE SALTS SHALL BE LESS THAN 500 PARTS PER MILLION (PPM).

D. SOIL SHALL CONTAIN 1.5% MINIMUM ORGANIC MATTER BY WEIGHT.

E. SOIL MUST CONTAIN SUFFICIENT PORE SPACE TO PERMIT ADEQUATE ROOT PENETRATION.

A. SOIL PH SHALL BE BETWEEN 6.0 AND 7.0.

MULCH: SAME AS 1 D AND E ABOVE.

AND SPECIFICATIONS FOR VEGETATIVE ESTABLISHMENT

CHARLES SOIL CONSERVATION DISTRICT DETAILS

5. MINING OPERATIONS:

1. PERMANENT SEEDING:

2. TEMPORARY SEEDING:

THE SITE SHALL HAVE 95% GROUND COVER TO BE CONSIDERED ADEQUATELY STABILIZED.

ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE. ONCE VEGETATION IS ESTABLISHED, SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND SEVEN DAYS (7) AS TO

OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL

STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) CALENDAR DAYS AS TO THE SURFACE

FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE, PERMANENT OR TEMPORARY

AT LEAST 3 TO 5 INCHES ON SLOPES FLATTER THAN 3:1.

1,000 SQUARE FEET. HARROW OR DISK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF

APPLY 100 POUNDS DOLOMITIC LIMESTONE AND 10 POUNDS OF 10-20-20 FERTILIZER PER

OTHER ACCEPTABLE MEANS BEFORE SEEDING OCCURS. FOR SITES LESS THAN 5 ACRES,

OF AT LEAST 3 INCHES. THE TOP LAYER SHALL BE LOOSENED BY RAKING, DISKING OR

SEEDBED PREPARATION: AREA TO BE SEEDED SHALL BE LOOSE AND FRIABLE TO A DEPTHB.

MAXIMUM SEED DEPTH SHOULD BE 1/4 INCH IN CLAYEY SOILS AND ‰ INCH IN SANDY SOILS.

(SLURRY INCLUDES SEEDS AND FERTILIZER, RECOMMENDED ON STEEP SLOPES ONLY).

FIRM SEEDBED WITH A CYCLONE SEEDER, CULTIPACKER SEEDER OR HYDROSEEDERMOIST

15 AND APRIL 30 OR BETWEEN AUGUST 15 AND OCTOBER 31. APPLY SEED UNIFORMLY ON A

SEEDING: APPLY 5-6 POUNDS PER 1,000 SQUARE FEET OF TALL FESCUE BETWEEN FEBRUARYC.

IMMEDIATELY AFTER GRADING AND MAINTAINED UNTIL SEEDING CAN BE PERFORMED.

CONTROL. DURING THE TIME PERIODS WHEN SEEDING IS NOT PERMITTED, MULCH SHALL BE APPLIED

AS FOUND IN THE 2011 STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT

AS PER SECTION B-4-3 ENTITLED STANDARDS AND SPECIFICATIONS FOR SEEDING AND MULCHING

MULCHING: MULCH SHALL BE APPLIED TO ALL SEEDED AREAS IMMEDIATELY AFTER SEEDINGD.

ANCHORING TOOL IS USED, APPLY 2.5 TONS PER ACRE.

TO RELATIVELY FLAT AREAS WHERE EQUIPMENT CAN OPERATE SAFELY. IF A MULCH

THE MOST EFFECTIVE METHOD FOR SECURING MULCH, HOWEVER, IT IS LIMITED

MULCH INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 2 INCHES. THIS IS

USE A MULCH-ANCHORING TOOL WHICH IS DESIGNED TO PUNCH AND ANCHOR(I)

RECOMMENDED BY THE MANUFACTURERS.

AND SEDIMENT CONTROL OR APPROVED EQUAL SHALL BE APPLIED AT RATES

BINDERS LISTED IN THE 2011 STANDARDS AND SPECIFICATIONS FOR SOIL EROSION

REMAINDER OF THE AREA SHOULD APPEAR UNIFORM AFTER BINDER APPLICATION.

WIND CATCHES MULCH, SUCH AS IN VALLEYS AND ON CRESTS OF SLOPES. THE

LIQUID BINDERS MAY BE USED. APPLY AT HIGHER RATES AT THE EDGES WHERE(III)

FERTILIZER: 10 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET.

APRIL 30 OR AUGUST 15 THROUGH NOVEMBER 30).

ANNUAL RYEGRASS - 1 POUNDS PER 1,000 SQUARE FEET (FEBRUARY 15 THROUGHSEED:

MILLET - 1 POUNDS PER 1,000 SQUARE FEET (MAY 1 THROUGH AUGUST 15).

LB/AC

SEEDING RATE

LB/1000 SF

0.23

0.34

0.09

(PANICUM VIRGATUM)

SWITCH GRASS

(FESTUCA RUBRA)

CREEPING RED FESCUE

FASCICULATE)

(CHAMAECRISTA

PARTRIDGE PEA

2/15 - 4/30 5/01 - 5/31

DEPTH

SEEDING

1/4" -1/2"

1000 SF)

(2 LB/

90 LB/AC

FERTILIZER RATE

1000 SF)

(2 LB/

90 LB/AC

1000 SF)

(1.0 LB/

45 LB/AC

2/15 - 4/30 5/01 - 5/31 1/4" -1/2"

2/15 - 4/30 5/01 - 5/31 1/4" -1/2"

PERMANENT SEEDING SUMMARY

SEED MIXTURE (_____)

HARDNESS ZONE (_____)

2011 MD STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL VEGETATIVE PRACTICES.

NOTE: USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE

2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE NOTE:

DATES

SEEDING

N P O

2 5 K O

7A

1000 SF)

(100 LB/

2 TONS/AC

LB/AC

SEEDING RATE

LB/1000 SF

0.23

0.34

0.09

(PANICUM VIRGATUM)

SWITCH GRASS

(FESTUCA RUBRA)

CREEPING RED FESCUE

FASCICULATE)

(CHAMAECRISTA

PARTRIDGE PEA

2/15 - 4/30 5/01 - 5/31

DEPTH

SEEDING

1/4" -1/2"

1000 SF)

(2 LB/

90 LB/AC

FERTILIZER RATE

1000 SF)

(2 LB/

90 LB/AC

1000 SF)

(1.0 LB/

45 LB/AC

2/15 - 4/30 5/01 - 5/31 1/4" -1/2"

2/15 - 4/30 5/01 - 5/31 1/4" -1/2"

SEED MIXTURE (_____)

HARDNESS ZONE (_____)

2011 MD STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL VEGETATIVE PRACTICES.

NOTE: USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE

DATES

SEEDING

N P O

2 5 K O

7A

1000 SF)

(100 LB/

2 TONS/AC

CURRENT 2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

TOPSOIL SHALL BE APPLIED AS PER THE STANDARD AND SPECIFICATIONS FOR TOPSOIL FROM THE6.

SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

MIXES ARE TO BE USED, SAID SELECTIONS MUST MEET THE 2011 STANDARDS AND

SUPPORT ADEQUATE GROWTH UNTIL VEGETATION IS FIRMLY ESTABLISHED. IF OTHER SEED

WHEN USING OTHER THAN THE HYDROSEEDER METHOD. IRRIGATE WHERE NECESSARY TO

ACTIVE SEDIMENT AND EROSION CONTROL PLAN.

ALL EXCESS DIRT TO BE REMOVED TO AN APPROVED SITE WITH AN APPROVED AND 26.

FILL, COMPACTING, SEEDING AND MULCH.

THE SEDIMENT CONTROL DEVICES WILL BE REMOVED BY BACKFILLING WITH CLEAN 25.

THOSE SHOWN HEREON.

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES, BUT MAY NOT BE LIMITED TO 24.

SEDIMENT TRAPS SHALL BE CONSTRUCTED PER DETAIL.23.

SILT FENCE INSTALLATION SHALL BE PER S.C.S. STANDARD DETAIL E-1. 22.

DETAIL B-1.

STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED PER S.C.S. STANDARD 21.

FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF THE SEDIMENT CONTROLS.

APPROVAL SHALL BE OBTAINED BY THE OWNER/ DEVELOPER/ CONTRACTOR UPON 20.

SEEDING UPON COMPLETION OF FINAL GRADING.

ALL DISTURBED AREAS SHALL BE ADEQUATELY STABILIZED WITH PERMANENT 19.

PROPERTIES AFFECTED BY THIS PLAN.

GRADING OR OTHER WORK TO BE PERFORMED ON ADJACENT OR DOWNSTREAM

PRACTICES AND THE DISCHARGE OF STORM WATER ONTO OR ACROSS AND

THE SEDIMENT AND EROSION CONTROL PRACTICES, STORM WATER MANAGEMENT

EASEMENTS, RIGHT, AND/OR RIGHTS-OF-WAY PURSUANT TO THE DISCHARGE FROM

THE DEVELOPER IS RESPONSIBLE FOR THE ACQUISITION OF ALL REQUIRED 18.

INSPECTOR HAS APPROVED SUCH REMOVAL.

UNTIL THE UPHILL AREAS HAVE BEEN STABILIZED AND THE SEDIMENT CONTROL

FREE OF ANY DEPOSITS OF SEDIMENT, I.E. THROUGH USE OF INLET PROTECTION

THE THROATS OF ALL STORM DRAINAGE INLETS SHALL BE PROTECTED AND KEPT 17.

PLACED IN 6" LIFTS AND COMPACTED AS PLACED.

AS PER MD 378 CONSTRUCTION SPECIFICATIONS REQUIREMENTS. FILLS ARE TO BE

OF 10% SHALL BE ALLOWED FOR SETTLEMENT. COMPACTION FOR PONDS IS TO BE

WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. A MINIMUM

MATERIAL TAKEN FROM APPROVED BORROW AREAS AND SHALL BE FREE OF ROOTS,

ALL STRUCTURES UTILIZING COMPACTED EARTH FOR FILL ARE TO BE COMPOSED OF 16.

AND STABILIZE THAT SAME DAY.

INSPECTOR. AFTER REMOVAL OF SEDIMENT PRACTICES, CONTRACTOR TO SHAPE

DEVICES SHALL BE WITH THE APPROVAL OF THE COUNTY SEDIMENT CONTROL

DEVELOPMENT SHALL BE DONE IMMEDIATELY WHEN REQUIRED. REMOVAL OF THESE

CONTROL DEVICES DURING THE UNDERGOING GRADING, CONSTRUCTION AND

CONTRIBUTING WATER-SHED HAS BEEN STABILIZED. MAINTENANCE TO SEDIMENT

ALL SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL THE 15.

REMOVED BY THE DEVELOPER.

PERIODIC CLEAN OUT OF SEDIMENT ABOVE THE DESIGN CLEAN OUT SHALL BE

SEDIMENT TRAPS AND OTHER ITEMS MUST BE MAINTAINED AND INSPECTED AND 14.

IMMEDIATELY AFTER THEY ARE CONSTRUCTED.

SEDIMENT TRAPS AND DIVERSION DIKES ARE TO RECEIVE TEMPORARY SEEDING 13.

RESPONSIBLE PERSON, AND ANY NEEDED MAINTENANCE PERFORMED IMMEDIATELY

WEEKLY AND AFTER EACH RAIN FALL EVENT, BY THE CONTRACTOR OR OTHER

EROSION AND SEDIMENT PRACTICES, AND SITE IN GENERAL, MUST BE INSPECTED 12.

DAY.

ALL SEDIMENT CONTROL STRUCTURES SHALL BE FUNCTIONAL AT THE END OF EACH 11.

CONTROL MATTING (AS APPLICABLE OR REQUIRED).

SOD OR WITH A COMBINATION OF SEED, SOIL, SOIL AMENDMENT, AND EROSION

ALL GRADED SLOPES STEEPER THAN (3:1) SHALL BE STABILIZED IMMEDIATELY WITH 10.

LENGTH OF WIDTH OF THE STABILIZED CONSTRUCTION ENTRANCES.

PUBLIC RIGHTS-OF WAY BY MEANS OF 2�-3�AGGREGATE AT A DEPTH OF 6�OVER THE

ALL AREAS OF INGRESS-EGRESS ARE TO BE PROTECTED FROM TRACKING MUD ONTO 9.

AND MULCHING. SEE SEEDING NOTES.

WITHIN SEVEN (7) DAYS ARE TO BE STABILIZED WITH A PERMANENT TYPE SEEDING

AREAS DISTURBED BY ON SITE GRADING THAT ARE NOT TO BE CONSTRUCTED ON 8.

BEGINS.

APPROVAL OF COUNTY SEDIMENT CONTROL INSPECTOR BEFORE CONSTRUCTION

TO CONSTRUCTION AND THEY SHALL BE IN AN OPERATIONAL CONDITION WITH THE

ALL SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE CONSTRUCTED PRIOR 7.

CONTROL, HEREIN REFERRED TO AS THE STANDARDS AND SPECIFICATIONS (S.C.S).

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT

CONTRACTOR INSTALLING THE ABOVE SHALL OBTAIN AND FOLLOW THE 2011 6.

STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL.

MAINTAINED IN ACCORDANCE WITH THE APPLICABLE PUBLISHED 2011 MARYLAND

ALL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE CONSTRUCTED AND 5.

AND EROSION BEGINNING THE PROJECT.

ENVIRONMENT APPROVED TRAINING PROGRAM FOR THE CONTROL OF SEDIMENT

PROJECT WILL HAVE A CERTIFICATION OF TRAINING AT A DEPARTMENT OF

THIS PLAN AND THAT RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION

CONSTRUCTION, OR DEVELOPMENT. OR, ALL OF THESE, WILL BE DONE PURSUANT TO

CERTIFICATION BY THE OWNER OR DEVELOPER THAT ANY CLEARING, GRADING,

PERMIT REQUIREMENTS ARE MET.

GROUND COVER TO BE CONSIDERED ADEQUATELY STABILIZED) AND ALL

STABILIZED (ONCE VEGETATION IS ESTABLISHED, THE SITE SHALL HAVE 95%

MAINTAINED ON A CONTINUING BASIS UNTIL THE SITE IS PERMANENTLY

PROJECT SITE. THE IN-PLACE SEDIMENT CONTROL MEASURES WILL BE

SEVEN DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE b.

HORIZONTAL TO 1 VERTICAL (3H : 1V); AND

SWALES, DITCHES PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3

THREE CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, a.

TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN:

FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR 4.

CONTROLS.

AFTER FINIAL STABILIZATION AND AFTER THE REMOVAL OF SEDIMENT f.

UPON FINAL STABILIZATION BEFORE REMOVAL OF SEDIMENT CONTROLS; ANDe.

DEPARTMENT MIGHT DEEM APPROPRIATE

THE DEPARTMENT MAY MAKE ADDITIONAL INSPECTIONS AS SUCH

OTHER WORK IN ACCORDANCE WITH THE DEVELOPMENT SERVICES PERMIT.

UPON COMPLETION OF INSTALLATION OF ALL VEGETATIVE MEASURES AND ALL d.

CONTROL FACILITIES, BUT PRIOR TO ANY SEEDING , SODDING ,OR PLANTING;

COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE AND EROSION

PERMANENT DRAINAGE OR OTHER SITE DEVELOPMENT IMPROVEMENTS;UPON

UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOP SOIL, c.

GROUND TO RECEIVE FILL, BUT PRIOR TO BEGINNING ANY PLACEMENT;

DISPOSAL OF ALL UNSUITABLE MATERIALS, AND PREPARATION OF THIS

UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOP SOIL, THE b.

AUTHORIZED UNTIL INITIAL APPROVAL BY THE DEPARTMENT IS MADE;

GRADING. OTHER BUILDING OR GRADING INSPECTION APPROVALS MAY NOT BE

CONTROLS, PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR

UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT a.

DEVELOPMENT OF THE SITE, OR OF EACH SUBDIVISION THEREOF:

INSPECTIONS BY THE DEPARTMENT AT THE FOLLOWING STAGES IN THE

AFTER COMMENCING INITIAL OPERATION, THE PERMITTEE SHALL REQUIRE 3.

COMMENCING WORK.

COUNTY SEDIMENT CONTROL INSPECTION: 301 645 0700) AT LEAST 5 DAYS PRIOR TO

CONTRACTOR / DEVELOPER MUST NOTIFY THE COMPLIANCE PROGRAM (CHARLES 2.

PRIOR TO THE START OF ANY CONSTRUCTION.

CONTRACTOR SHALL NOTIFY CHARLES COUNTY DEPT. OF PUBLIC WORKS 3 DAYS 1.

SEDIMENT CONTROL NOTES

ANALYSES WILL BE PROVIDED TO THE GRADING INSPECTOR AS WELL AS THE CONTRACTOR.

GRADING OR AS RECOMMENDED BY THE SEDIMENT CONTROL INSPECTOR. RATES AND

GREATER THAN 5 ACRES. SOIL TESTS WILL BE DONE AT COMPLETION OF INITIAL ROUGH

SOIL TESTS: LIME AND FERTILIZER WILL BE APPLIED PER SOIL TESTS RESULTS FOR SITESA.

THEN A SANDY SOIL (<30% SILT PLUS CLAY) WOULD BE ACCEPTABLE.

MOISTURE. AN EXCEPTION IS IT LOVEGRASS OR SERECIA LESPEDEZA IS TO BE PLANTED,

(>30% SILT PLUS CLAY) TO PROVIDE THE CAPACITY TO HOLD A MODERATE AMOUNT OF

C. THE SOIL SHALL CONTAIN LESS THAN 40% CLAY BUT ENOUGH FINE GRAINED MATERIAL

MULCH UNIFORMLY, MECHANICALLY OR BY HAND, TO A DEPTH OF 1-2 INCHES.

KINDS OF WEEDS AND SHALL BE COMPLETELY FREE OF PROHIBITED NOXIOUS WEEDS. SPREAD

IS USED, APPLY 2.5 TONS PER ACRE. MULCH MATERIALS SHALL BE RELATIVELY FREE OF ALL

PER ACRE OR 90 POUNDS PER 1,000 SQUARE FEET (2 BALES). IF A MULCH-ANCHORING TOOL

MULCH SHALL BE UNROTTED, UNCHOPPED, SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS

METHODS ARE PERMITTED:

MULCH APPLICATION TO MINIMIZE MOVEMENT BY WIND OR WATER. THE FOLLOWING

SECURING STRAW MULCH: STRAW MULCH SHALL BE SECURED IMMEDIATELY FOLLOWINGE.

USE 50 POUNDS OF WOOD CELLULOSE FIBER PER 100 GALLONS OF WATER.

BINDER AT A NET DRY WEIGHT OF 750 POUNDS PER ACRE. IF MIXED WITH WATER,

WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. APPLY THE FIBER(II)

RECOMMENDATIONS.

WILL BE STAPLED TO THE GROUND ACCORDING TO MANUFACTURER’S

LIGHTWEIGHT PLASTIC NETTING MAY BE USED TO SECURE MULCH. THE NETTING(IV)

100 POUNDS OF DOLOMITIC LIMESTONE PER 1,000 SQUARE FEET.LIME:

SLIPPAGE.

OTHER FILLS SHALL BE COMPACTED SUFFICIENTLY SO AS TO BE STABLE AND PREVENT EROSION AND

EMBANKMENTS SHALL BE COMPACTED AS PER MD-378 CONSTRUCTION SPECIFICATIONS. ALL

WITHIN THE BUILDING AREA IS TO BE COMPACTED TO A MINIMUM OF 95% DENSITY. FILLS FOR POND AND PARKING AREAS ARE TO BE CLASSIFIED AS PER CHARLES COUNTY REQUIREMENTS. ANY FILL LAYERS, EACH LAYER HAVING A LOOSE THICKNESS OF NOT MORE THAN 8 INCHES. ALL FILL IN ROADWAYS NO FILLS MAY BE PLACED ON FROZEN GROUND. ALL FILL TO BE PLACED IN APPROXIMATELY HORIZONTAL3.

RAINFALL, IRRIGATION SHOULD BE PERFORMED TO ENSURE ESTABLISHMENT OF SOD.

EXTREME TEMPERATURE MAY ADVERSELY AFFECT ITS SURVIVAL. IN THE ABSENCE OF ADEQUATE FROZEN GROUND. SOD SHALL NOT BE TRANSPLANTED WHEN MOISTURE CONTENT (DRY OR WET) AND/OR ADDITIONAL WATERING FOR ESTABLISHMENT MAY BE REQUIRED. SOD IS NOT TO BE INSTALLED ON

TO BE PERMANENTLY SODDED OR PROTECTED WITH AN APPROVED EROSION CONTROL NETTING.

INSURE POSITIVE ROOT CONTACT WITH THE SOIL. ALL SLOPES STEEPER THAN 3:1, AS SHOWN, ARE

ABUTTING. JOINTS ARE TO BE STAGGERED BETWEEN ROWS. WATER AND ROLL OR TAMP SOD TO

IRRIGATE SOIL PRIOR TO LAYING SOD. SOD IS TO BE LAID ON THE CONTOUR WITH ALL ENDS TIGHTLY APPROVED SOD; LIME AND FERTILIZER PER PERMANENT SEEDING SPECIFICATIONS AND LIGHTLY SOD SHALL BE AS NOTED IN SECTION (B) ABOVE. PERMANENT SOD IS TO BE TALL FESCUE, STATE INSTALLATION OF SOD SHOULD FOLLOW PERMANENT SEEDING DATES. SEEDBED PREPARATION FOR

AND MIXTURES:

SEDIMENT CONTROL PLANS FOR MINING OPERATIONS MUST INCLUDE THE FOLLOWING SEEDING DATES

SERICEA LESPEDEZA AT THE MINIMUM RATE OF 0.5 POUNDS PER 1,000 SQUARE FEET.

USE SEED MIXTURE OF TALL FESCUE AT THE RATE OF 2 POUNDS PER 1,000 SQUARE FEET AND FOR SEEDING DATES OF FEBRUARY 1 THROUGH APRIL 30 AND AUGUST 15 THROUGH OCTOBER 31, AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

PREPARATION, TOPSOIL AND SOIL AMENDMENTS AS FOUND IN THE 2011 MARYLAND STANDARDS

ACCORDANCE WITH SECTION B-4-2 TITLED STANDARD AND SPECIFICATIONS FOR SOIL

F. IF THESE CONDITIONS CANNOT BE MET BY SOILS ON SITE, ADDING TOPSOIL IS REQUIRED IN

(10 - 20 - 20)

FERTILIZER RATE

(10 LB/1000 SF)

436 LB/AC

1000 SF)

(90 LB/

2 TONS/AC

2/15 - 4/30 8/15 - 11/30 2/15 - 4/30 8/15 - 11/30 2/15 - 4/30 8/15 - 11/30

DEPTH

SEEDING

1"

1"

1"

SEEDING RATE

LB/AC LB/1000 SF

2.8

2.2

1.7

2011 MD STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL VEGETATIVE PRACTICES.

NOTE: USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE

RYE3

1 BARLEY

OATS

NO. SPECIES

DATES

SEEDING

FROM TABLE 26

SEED MIXTURE (HARDNESS ZONE _____)

RATE

LIME

7A

(10 - 20 - 20)

FERTILIZER RATE

(10 LB/1000 SF)

436 LB/AC

1000 SF)

(90 LB/

2 TONS/AC

2/15 - 4/30 8/15 - 11/30 2/15 - 4/30 8/15 - 11/30 2/15 - 4/30 8/15 - 11/30

DEPTH

SEEDING

1"

1"

1"

SEEDING RATE

LB/AC LB/1000 SF

2.8

2.2

1.7

2011 MD STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL VEGETATIVE PRACTICES.

NOTE: USE OF THIS INFORMATION DOES NOT PRECLUDE MEETING ALL OF THE REQUIREMENTS OF THE

TEMPORARY SEEDING SUMMARY

RYE3

1 BARLEY

OATS

NO. SPECIES

DATES

SEEDING

FROM TABLE 26

SEED MIXTURE (HARDNESS ZONE _____)

RATE

LIME

7A

SEQUENCE OF CONSTRUCTION

PROFILE

EXISTING PAVEMENT

EARTH FILL

PIPE (SEE NOTE 6)

5:

1 5:1

PLAN VIEW

GROUND

EXISTING

W

ID

T H

F T

M

IN

(6 IN MIN.)

MOUNTABLE BERM

3 FT

EXISTINGPAVEMENT

EDGE OF

50 FT MIN.

LENGTH *

50 FT MIN.

SCE

AND WIDTH OF ENTRANCE

AGGREGATE OVER LENGTH

MIN. 6 IN OF 2 TO 3 IN

GEOTEXTILE

NONWOVEN

IS DIRECTED TO AN APPROVED SEDIMENT CONTROL PRACTICE.

ROADWAY TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER

TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING

SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR

OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND

MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE 5.

(WITHOUT REBAR) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE SCE.

PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE 4.

PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS.3.

NOT LOCATED AT A HIGH SPOT.

DRAINAGE TO CONVEY, A PIPE IS NOT NECESSARY. A MOUNTABLE BERM IS REQUIRED WHEN SCE IS

AS SPECIFIED ON APPROVED PLAN. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO

BERM WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PROVIDE PIPE

MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE

PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, 2.

MINIMUM AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.

FEET FOR SINGLE RESIDENCE LOT). USE MINIMUM WIDTH OF 10 FEET. FLARE SCE 10 FEET

MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 50 FEET (*30

PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES 1.

CONSTRUCTION SPECIFICATIONS

STANDARD SYMBOL

ENTRANCE CONSTRUCTION

STABILIZED DETAIL B-1

WATER MANAGEMENT ADMINISTRATION

MARYLAND DEPARTMENT OF ENVIRONMENT

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL

NATURAL RESOURCES CONSERVATION SERVICE

U.S. DEPARTMENT OF AGRICULTURE

MIN.

FT

FLOW

POSTS

CROSS SECTION

ELEVATION

STEP 1 STEP 2

GROUND

UNDISTURBED

INTO GROUND

8 IN MIN. DEPTH

THE GROUND

A MIN. OF 16 IN INTO

FENCE POST DRIVEN

FENCE SECTIONS (TOP VIEW)

JOINING TWO ADJACENT SILT

CENTER TO CENTER

6 FT MAX.

DRIVEN MIN. 16 IN INTO GROUND

36 IN MIN. FENCE POST LENGTH

POST LENGTH

36 IN MIN. FENCE

STEP 3

STAPLE

1 OF 2 2 OF 2

SF

ABOVE GROUND

FENCE POST 18 IN MIN.

TWIST POSTS TOGETHERSTAPLE

STAPLE STAPLE

STAPLE STAPLE

STAPLESTAPLE

WOVEN SLIT FILM GEOTEXTILE

16 IN MIN. HEIGHT OF

GEOTEXTILE

WOVEN SLIT FILM

OF GEOTEXTILE.

THE SOIL ON BOTH SIDES

BACKFILL AND COMPACT

INTO THE GROUND.

MIN. OF 8 IN VERTICALLY

EMBED GEOTEXTILE

OCCURS, REINSTALL FENCE.

SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING

OR WHEN IN SILT FENCEREMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP 8.

ENDS OF THE SILT FENCE.

45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE

EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT7.

ACCORDANCE WITH THIS DETAIL.

WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN 6.

COMPACT THE SOIL ON BOTH SIDES OF FABRIC.

EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND 5.

REQUIREMENTS IN SECTION H-1 MATERIALS.

INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE

PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE 4.

AND MID-SECTION.

GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP

USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN 3.

APART.

USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET 2.

NOT LESS THAN 1 POUND PER LINEAR FOOT.

AN ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING

INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS 16

3 X 14

3USE WOOD POSTS 11.

CONSTRUCTION SPECIFICATIONS

B A

A

A

B

B

B

A

STANDARD SYMBOL

SILT FENCEDETAIL E-1SF

STANDARD SYMBOL

SILT FENCEDETAIL E-1

WATER MANAGEMENT ADMINISTRATION

MARYLAND DEPARTMENT OF ENVIRONMENT

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL

NATURAL RESOURCES CONSERVATION SERVICE

U.S. DEPARTMENT OF AGRICULTURE

WATER MANAGEMENT ADMINISTRATION

MARYLAND DEPARTMENT OF ENVIRONMENT

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL

NATURAL RESOURCES CONSERVATION SERVICE

U.S. DEPARTMENT OF AGRICULTURE

CONFIGURATION

FINAL

30’

3/2/2022 C.C. C.C.

36757 1/14/2021

6 IN MIN.

5 FT

MB

STONE

2 TO 3 IN

10 FT MIN.

FLOW

2 TO 3 IN STONE

ROADWAY

ROADWAY

EARTH DIKE

EARTH DIKE

A

A

SECTION A-A

ISOMETRIC VIEW

POSITIVE DRAINAGE.

DEMAND TO MAINTAIN SPECIFIED DIMENSIONS. REMOVE ACCUMULATED SEDIMENT AND DEBRIS. MAINTAIN

MAINTAIN LINE, GRADE, AND CROSS SECTION. ADD STONE OR MAKE OTHER REPAIRS AS CONDITIONS 4.

LENGTH AND WIDTH OF THE MOUNTABLE BERM.

PLACE 2 TO 3 INCH STONE OR EQUIVALENT RECYCLED CONCRETE AT LEAST 6 INCHES DEEP OVER THE 3.

PRIOR TO PLACING STONE.

PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS, OVER THE EARTH MOUND 2.

USE MINIMUM WIDTH OF 10 FEET TO ALLOW FOR VEHICULAR PASSAGE. 1.

CONSTRUCTION SPECIFICATIONS

GEOTEXTILE

NONWOVEN

30 IN MIN/B DIKE

18 IN MIN/A DIKE

COMPACTED EARTH

STANDARD SYMBOL

MOUNTABLE BERMDETAIL C-8

WATER MANAGEMENT ADMINISTRATION

MARYLAND DEPARTMENT OF ENVIRONMENT

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL

NATURAL RESOURCES CONSERVATION SERVICE

U.S. DEPARTMENT OF AGRICULTURE

25 FT (A DIKE) / 35 FT (B DIKE)

ON THE SAME DAY AS THE REMOVAL OF THE SEDIMENT AND EROSION CONTROLS WITH SOD.

REMOVE SEDIMENT AND EROSION CONTROLS. ALL DISTURBED AREAS MUST BE STABILIZED

9. WITH THE APPROVAL OF THE INSPECTORS, AND ADEQUATE VEGATATIVE ESTABLISHMENT,

MAINTAINED THROUGHOUT SITE CONSTRUCTION.

8. SITE MUST BE GRADED IN SUCH A MANNER THAT THE APPROVED DRAINAGE DIVIDES ARE

INSPECTOR HAS APPROVED SUCH REMOVAL.

GROUNDCOVER TO BE CONSIDERED ADEQUATELY STABILIZED AND THE SEDIMENT CONTROL

STABILIZATION. ONCE VEGETATION IS ESTABLISHED, THE SITE SHALL HAVE 95%

7. SEDIMENT AND EROSION CONTROLS CAN NOT BE REMOVED UNTIL THE SITE HAS ADEQUATE

GARDEN. (SAME DAY)

UPON COMPLETION OF FINAL GRADING, CONTRACTOR SHALL INSTALL AND STABALIZED ESD RAIN

AREA HAS ACHIEVED 95% VEGETATION STABILIZATION. (2 MONTHS)

MATTING. STORM WATER DEVICES SHALL NOT BE INSTALLED UNTIL THE CONTRIBUTING DRAINAGE

LOCATED IN HIGH EROBILE SOILS SHALL BE PERMANENTLY STABALIZE WITH SOIL STABALIZATION

SHALL BE FINE GRADED AND PERMANENTLY STABLIZED WITH SEED AND MULCH. LOTS THAT ARE

6. UPON COMPLETION OF CONSTRUCTION, DISTURBED AREAS

(2 MONTHS)

COUNTY INSPECTION, BEGIN BUILDING CONSTRUCTION, INSTALL THE PERMANENT DRIVEWAY.

SPECIFICATION FOR VEGATATIVE ESTABLISHMENT OF TEMPORARY STABILIZATION. FOLLOWING

NOTIFIED OF THE DISPOSAL LOCATION. TOP SOIL SHALL BE PROVIDED PER 2011 TOPSOIL

APPROVED EROSION AND SEDIMENT CONTROL PLAN WHICH THE SITE INSPECTOR MUST BE

SHOWN ON THIS LOT. IF EXCESS MATERIAL MUST BE TAKEN FROM SITE TO A SITE WITH AN

NECESSARY, CONTRACTOR SHALL PLACE SOIL WITHIN THE TEMPORARILY STOCKPILE AREA

AROUND SITE SO THAT NO STOCKPILE IS NECESSARY. IF IMPORT OF BACKFILL MATERIAL IS

BUILDING SITE AS NECESSARY FOR THE BUILDING FOOTERS. EXCAVATED SOIL TO BE SPREAD

5. INSTALL AND STABILIZE TEMPORARY ACCESS DRIVE TO BUILDING SITE. EXCAVATE THE

PERSONNEL, AND ANY NEEDED MAINTENANCE PERFORMED IMMEDIATELY.

AND AFTER EACH RAINFALL EVENT, BY THE CONTRACTOR OR OTHER RESPONSIBLE

4. EROSION AND SEDIMENT PRACTICES, AND SITE IN GENERAL, MUST BE INSPECTED WEEKLY

AS SHOWN ON PLAN. (3 DAYS)

DISTURBED BY THIS CONSTRUCTION. TEMPORARILY STABILIZE WITH SEED AND MULCH

3. AFTER APPROVAL OF THE COUNTY INSPECTOR, CLEAR AND GRUB THE AREAS TO BE

OTHER EARTH DISTURBANCE OR GRADING.

OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT BEFORE PROCEEDING WITH ANY

THE APPROVAL OF THE SEDIMENT CONTROL INSPECTOR IS REQUIRED UPON INSTALLATION

APPROVED BY THE CHARLES SOIL CONSERVATION DISTRICT.

CONFLICT WITH THIS PLAN, WILL REQUIRE PLAN REVISIONS FOR ALL AFFECTED PLANS

SEDIMENT AND EROSION CONTROL PLAN WITH A SEQUENCE AND/OR PRACTICES WHICH

95% GROUNDCOVER TO BE CONSIDERED ADEQUATELY STABILIZED. ANY OTHER APPROVED

STABILIZATION IS INSTALLED. ONCE VEGETATION IS ESTABLISHED, THE SITE SHALL HAVE

TEMPORARILY STABILIZED WITH STRAW DURING CONSTRUCTION UNTIL PERMANENT

BY THE END OF EACH DAY. ANY STEEP SLOPES ALONG THE SIDES OF THE LOT SHALL BE

SEDIMENT CONTROLS SHALL BE PROVIDED ONLY IF INSTALLATION CANNOT BE STABALIZED

DISTURBANCE FOR WATERLINE AND SEWER LINE CONSTRUCTION, OTHERWISE EROSION AND

ACTIVE GRADING. SAME DAY STABALIZATION SHALL BE COMPLETED UPON ANY

DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER

SLOPES, AND ALL SLOPES GREATER THEN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND SEVEN (7)

TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER

TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) CALENDAR DAYS AS

FOLLOWING INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, SEEDING FOR PERMANENT OR

CONSTRUCTION ENTRANCE AS SHOWN ON PLAN. (7 DAYS)

FENCE, EARTH DIKE, SUPER SILT FENCE, DIVERSION FENCE, TSOS, AND STABILIZED

2. CLEAR AND GRUB ONLY AS REQUIRED TO INSTALL PERIMETER CONTROLS INCLUDING SILT

AT 301-645-0700, FIVE (5) DAYS PRIOR TO COMMENCING WORK.

1. CONTRACTOR / DEVELOPER MUST NOTIFY THE COUNTY SEDIMENT CONTROL INSPECTOR

SPECIES OF PLANTS AND PROPER SPACING PER RAIN GARDEN AREA.

NOTE: THIS IS AN EXAMPLE PLANTING PLAN ONLY, CONTRACTOR SHALL DETERMINE

RAIN GARDEN MATERIAL EXAMPLE

RAIN GARDEN MATERIAL SPECIFICATIONS

RAIN GARDEN CONSTRUCTION, INSPECTION, & MAINTENANCE CRITERIA

TYPICAL RAIN GARDEN DETAIL