SHEET NUMBER

REVISIONS

DRAWN BY

CHECKED BY

OF

DATE

SHEET TITLE

ARCADIACONSULTING

ENGINEERS

TM

PO BOX 2077APEX, NC 27502

TELEPHONE: 919 363-1422 FACSIMILE: 919 363-1477

41C1.0

COVER

1/20/2017ACE

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EROSION CONTROL PLAN

BINGHAM RESIDENCE3105 OLD WEAVER TRAIL

WAKE / GRANVILLE COUNTY NORTH CAROLINA

SHEETSCOVER

SITE LAYOUT PLAN

DETAILS

C1.0

C2.1

C3.1

C1.1

EROSION CONTROL PLAN

WAKE COUNTY

GRANVILLE COUNTY

SITE

�

CONSULTANT: ARCADIA CONSULTING ENGINEERS, PLLCPO BOX 2077APEX, NC 27502

CONTACT: TRENTON D. STEWART, PEPHONE: (919) 363-1422

FAX: (919) 363-1477E-MAIL: trent@arcadiaengineers.com

PROJECT NARRATIVETHIS PROJECT IS A SINGLE FAMILY RESIDENCE LOCATED ON 10 ACRES. THEPROPERTY IS BISECTED BY THE GRANVILLE COUNTY / WAKE COUNTY LINEAND BECAUSE THE MASTER BEDROOM IS LOCATED IN GRANVILLE COUNTYTHE SITE IS CONSIDERED TO BE A GRANVILLE COUNTY PROJECT. THEPROJECT HAS ALREADY RECEIVED A STORMWATER PERMIT FROMGRANVILLE COUNTY AND IS APPROVED AS A LOW IMPACT DEVELOPMENT(LID) PROJECT. DRIVEWAY LOCATION HAS RECEIVED APPROVAL FROM THEUS ARMY CORPS OF ENGINEERS ON 7 APRIL 2016. THE SITE IS TO REMAINWOODED EXCEPT FOR THE CLEARING TO FACILITATE THE CONSTRUCTIONOF THE HOME AND SEPTIC DRAIN FIELD. THE SITE SLOPE IN THE AREA OFCONSTRUCTION IS 6%-8%.

WAKE COUNTY

GRANVILLE COUNTY HOUSEFFE 310.5

DUTC

HVI

LLE

DRI

VE S

.R. 4500 50' R

/W

OLD WEAVER TRAIL 60' R/W

USACE EASEMENT

NCDOT R/W EASEMENT

320

320

310

300

290290

310

310

300

300

290

300

290

290

280

290

290

300

GARFFE 307

USACE EASEMENT

50'

RIPARIAN BUFFER

50'

RIPARIAN BUFFER

60'

EX P

AVE

50'

EX PAVE

306

308

310

310

314

304

304

306

S80° 10' 18.00"E 484.510' S80° 10' 18.00"E 428.850'

S28° 59' 0

0.0

0"W

823.4

30'

N4° 53' 5

1.0

0"W

378.7

60'

L=327.733R=1637.020

L=80.790

R=1360.930

N41° 09' 57.00"W 89.800'

N41° 09' 57.00"W 119.620'S28° 59' 00.00"W 31.900'

N4° 53' 51.00"W 62.930'

N4° 53' 51.00"W 38.310'

USACE / WILMINGTONDISTRICT

D.B. 5104 PG. 381(WAKE CO.)

ZONING: R-80WUSE: EXEMPT

GARBARINO, MARIA LENAD.B. 1559 PG. 34 (GRANVILLE CO.)

ZONING: AR-40USE: RESIDENTIAL

ELLIOTT, GLENN E. & CAROLYN G.D.B. 593 PG. 940 (GRANVILLE CO.)

ZONING: AR-40USE: RESIDENTIAL

FARROW, LINDA J.D.B. 9129 PG. 2048

(WAKE CO.)ZONING: R-80WUSE: VACANT

MARCUSON, RANDALL L. &LINDA M.

D.B. 12924 PG. 1965(WAKE CO.)

ZONING: R-80WUSE: VACANT

MARCUSON, RANDALL L. & LINDA M.D.B. 7036 PG. 878 (WAKE CO.)

ZONING: R-80WUSE: RESIDENTIAL

300

100'

WAKE CO

. WATERSHED BUFFER

304

30 LF 24" RCP @ 1.11%

NEW 24" FESDRAINAGE AREA = 4.12 ACCc = 0.52I10 = 7.27 IN/HRQ10 = 18.57 CFSINV = 305.11HW10 = 306.43

24" FES W/ VELOCITY DISSIPATORQ10 = 18.57 CFSS = 1.11%V10 = 8.39 FT/SEC6' (W" X 12' (L) X 22" (DEPTH)CLASS "B" STONE OF FABRICAVG. STONE DIAM. (d50) = 6"INV = 304.78

SHEET NUMBER

REVISIONS

DRAWN BY

CHECKED BY

OF

DATE

SHEET TITLE

ARCADIACONSULTING

ENGINEERS

TM

PO BOX 2077APEX, NC 27502

TELEPHONE: 919 363-1422 FACSIMILE: 919 363-1477

42C1.1

SITE PLAN

2/5/2015ACE

1 10/31/2016

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0 20 40 80 160

SCALE: 1"=40'

NOTE:BOUNDARY, RIGHT-OF-WAY AND US ARMY CORPS OF ENGINEERS(USACE) EASEMENT INFORMATION TAKEN FROM SURVEY PREPAREDBY JOSEPH W. KAPHERR, JR., PROFESSIONAL LAND SURVEYOR ASSHOWN ON BM2006 PAGE 32. MAP WAS RECORDED IN WAKECOUNTY REGISTER OF DEEDS ON 2/14/2006.

EXISTING CONTOUR INFORMATION TAKEN FROM WAKE ANDGRANVILLE COUNTY'S GIS.

SEPTIC LINE AND DRAINFIELD LOCATION TAKEN FROM SKETCH INPERMIT ISSUED 4/23/07 BY THE GRANVILLE COUNTY HEALTHDEPARTMENT.

TOTAL DISTURBED AREA = 1.14 ACRES

SITE SUMMARY DATA

PROJECT ADDRESS:

PIN:

EXISTING SITE ACREAGE:ZONED:

USE:

3105 OLD WEAVER TRAIL

180504901888 (GRANVILLE CO.)

10.06AR-40

VACANT35'-0"

CREEDMOOR, NC 27522

MAXIMUM BUILDING HEIGHT ALLOWED:

PROJECT: BINGHAM RESIDENCE

SETBACKS:

SIDE YARDREARFRONT 50 FEET

25 FEET15 FEET

BUILT UPON AREA:

TOTAL PROPOSED:TOTAL EXISTING: -0- SF

12,632 SF

OWNER: DANIEL AND MARTINA BINGHAM616 HARTZOG FORD ROAD

(919) 829-9300WEST JEFFERSON, NC 28694

PHONE:mtnbing@skybest.comEMAIL:

CONSULTANT: ARCADIA CONSULTING ENGINEERS, PLLC

TRENTON D. STEWART, PE

PO BOX 2077

(919) 363-1422

APEX, NC 27502

(919) 363-1477

CONTACT:PHONE:FACSIMILE:

trent@arcadiaengineers.comEMAIL:

0884861688 (WAKE CO.)

MAXIMUM % BUILT UPON ALLOWED:24%

% BUILT UPON: 2.88%

MAXIMUM DENSITY ALLOWED: 0.91 DU/ACREWATERSHED CLASSIFICATION: WS-IV CRITICAL AREA (UPPER FALLS LAKE)RIVER BASIN: NEUSE RIVER

2 1/20/2017

WAKE COUNTY

GRANVILLE COUNTY HOUSEFFE 310.5

DUTC

HVI

LLE

DRI

VE S

.R. 4500 50' R

/W

OLD WEAVER TRAIL 60' R/W

USACE EASEMENT

NCDOT R/W EASEMENT

320

320

310

300

290290

310

310

300

300

290

300

290

290

280

290

290

300

GARFFE 307

USACE EASEMENT

50'

RIPARIAN BUFFER

50'

RIPARIAN BUFFER

60'

EX P

AVE

50'

EX PAVE

306

308

310

310

314

304

304

306

SILT FENCE OUTLET

SILT FE

NCE

SILT FEN

CE

SILT FENCESI

LT F

ENCE

SILTFENCE

NEW 10'X20'X6" TEMPORARY GRAVEL

CONSTRUCTION ENTRANCE

SILT FENCE OUTLET

SILT FENCE OUTLET

SILT FENCE OUTLET

SILT FENCE

+

+

TEMPORARYDIVERSION

DITCH

TEMPORARYDIVERSIONDITCH

S80° 10' 18.00"E 484.510' S80° 10' 18.00"E 428.850'

S28° 59' 0

0.0

0"W

823.4

30'

N4° 53' 5

1.0

0"W

378.7

60'

L=327.733R=1637.020

L=80.790

R=1360.930

N41° 09' 57.00"W 89.800'

N41° 09' 57.00"W 119.620'S28° 59' 00.00"W 31.900'

N4° 53' 51.00"W 62.930'

N4° 53' 51.00"W 38.310'

USACE / WILMINGTONDISTRICT

D.B. 5104 PG. 381(WAKE CO.)

ZONING: R-80WUSE: EXEMPT

GARBARINO, MARIA LENAD.B. 1559 PG. 34 (GRANVILLE CO.)

ZONING: AR-40USE: RESIDENTIAL

ELLIOTT, GLENN E. & CAROLYN G.D.B. 593 PG. 940 (GRANVILLE CO.)

ZONING: AR-40USE: RESIDENTIAL

FARROW, LINDA J.D.B. 9129 PG. 2048

(WAKE CO.)ZONING: R-80WUSE: VACANT

MARCUSON, RANDALL L. &LINDA M.

D.B. 12924 PG. 1965(WAKE CO.)

ZONING: R-80WUSE: VACANT

MARCUSON, RANDALL L. & LINDA M.D.B. 7036 PG. 878 (WAKE CO.)

ZONING: R-80WUSE: RESIDENTIAL

CONSTRUCTION LIMITS /DISTURBED AREA

CONSTRUCTION LIMITS /DISTURBED AREA

CONSTRUCTION LIMITS /DISTURBED AREA

CONSTRUCTION LIMITS /DISTURBED AREA

+

300

100'

WAKE CO

. WATERSHED BUFFER

304

30 LF 24" RCP @ 1.11%

NEW 24" FESDRAINAGE AREA = 4.12 ACCc = 0.52I10 = 7.27 IN/HRQ10 = 18.57 CFSINV = 305.11HW10 = 306.43

24" FES W/ VELOCITY DISSIPATORQ10 = 18.57 CFSS = 1.11%V10 = 8.39 FT/SEC6' (W" X 12' (L) X 22" (DEPTH)CLASS "B" STONE OF FABRICAVG. STONE DIAM. (d50) = 6"INV = 304.78

COIR WATTLE CHECKDAM (TYP)

CHANNEL "B"

CHANNEL "A"

CHANNEL "C"

CHANNEL "D"

SHEET NUMBER

REVISIONS

DRAWN BY

CHECKED BY

OF

DATE

SHEET TITLE

ARCADIACONSULTING

ENGINEERS

TM

PO BOX 2077APEX, NC 27502

TELEPHONE: 919 363-1422 FACSIMILE: 919 363-1477

43C2.1

EROSION CONTROLPLAN

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0 20 40 80 160

SCALE: 1"=40'

DISTURBED AREA = 1.14 ACRES

CONSTRUCTION SEQUENCE

1. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCINGAS SHOWN ON THE APPROVED PLAN.

2. CLEAR AND GRADE ENOUGH TO CONSTRUCT THE SILT/DIVERSIONDITCHES. THE SILT/DIVERSION DITCHES SHALL BE CONTINUOUSLYFUNCTIONAL THROUGHOUT CONSTRUCTION OF THE SITE.

3. IF ANY SEDIMENT FROM CONSTRUCTION GETS INTO THE DRAINAGECHANNEL OR ADJACENT PROPERTIES, IT SHALL BE REMOVED BYHAND AND NOT ALLOWED TO EXIT THE PROPERTY AND ENTERDOWNSTREAM STORMWATER FACILITES.

4. ESTABLISH GROUND COVER BY SEED AND MULCH OR SOD ON ALLDISTURBED AREAS. GROUND COVER OR VEGETATION SHALL BEESTABLISHED ON ALL DISTURBED AREAS THAT REMAIN UNCHANGEDFOR 14 DAYS OR LONGER.

5. BEGIN HOUSE CONSTRUCTION.6. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES ONCE SITE AND PERMANENT MEASURES ARESTABILIZED AND ESTABLISHED.

PLAN LEGENDEXISTING INDEX CONTOUR

EXISTING INTERMEDIATE CONTOUR

SILT FENCE

TEMPORARY SILT DITCH

PROPOSED CONTOUR

CONSTRUCTION LIMITS /DISTURBED AREA

NOTE:1. ALL SEDIMENTATION & EROSION CONTROL MEASURES

SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.2. DANIEL & MARTINA BINGHAM (OWNERS) WILL BE THE

CONTACT FOR THE MEASURES MAINTENANCE.

300

300

COIR WATTLE

SILT FENCE OUTLET

W

d

CHANNEL "B"CHANNEL "A"DRAINAGE AREA=0.15 ACRESCc=0.38I10=7.27 IN/HRQ10=0.45 CFSS=8.1%V10=0.93 F/SW=9'BW=0'd=1.5'h=0.38'

BW

h 31

DRAINAGE AREA=0.41 ACRESCc=0.49I10=7.27 IN/HRQ10=1.46 CFSS=6.67%V10=1.72 F/SW=12'BW=0'd=2.0'h=0.53'

CHANNEL "D"CHANNEL "C"DRAINAGE AREA=0.04 ACRESCc=0.64I10=7.27 IN/HRQ10=0.19 CFSS=8.1%V10=0.59 F/SW=9'BW=0'd=1.5'h=0.38'

DRAINAGE AREA=0.27 ACRESCc=0.51I10=7.27 IN/HRQ10=1.00 CFSS=7.41%V10=1.48 F/SW=9'BW=0'd=1.5'h=0.48'

SHEET NUMBER

REVISIONS

DRAWN BY

CHECKED BY

OF

DATE

SHEET TITLE

ARCADIACONSULTING

ENGINEERS

TM

PO BOX 2077APEX, NC 27502

TELEPHONE: 919 363-1422 FACSIMILE: 919 363-1477

44C3.1

DETAILS

1/20/2017ACE

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PRELIMINARYNOT RELEASED FORCONSTRUCTIONFOR REVIEW ONLY

STEEL POST

VARIABLE AS DIRECTED BY THE ENGINEER

AREAS OF CONCENTRATED FLOW

-USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN

NOTE:

2'-0

"3'

-0"

32" M

IN. W

IDTH

26"

MIN. 10 GA.LINE WIRES

8' MAX.

* FOR REPAIR OF SILTFENCE FAILURES, USENo. 57 WASHED STONE.

6" MIN. COVEROVER SKIRT *

ANCHOR SKIRT ASDIRECTED BY ENGINEER *

FILL SLOPE

GRADE

WOVEN WIRE FABRICSILT FENCE GEOTEXTILE FABRIC

GRADE

MIN. 12-1/2 GA.INTERMEDIATEWIRES

FOR ANCHOR WHEN SILTFENCE IS PROTECTINGCATCH BASIN.

SILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOP

-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.

RESIDENTIAL CONSTRUCTION ENTRANCE

THIS ENTRANCE APPLIES ONLY TO ENTRANCESOF INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS.

NOTE:

CLEAN STONE (NO. 57)

NEW CONSTRUCTION

PLACE FABRIC UNDER THE STONE FOR LONGERLIFE TO THE CONSTRUCTION ENTRANCE

CROSS SECTION

SIDE SLOPES2 : 1 (MAX.)

STEEP CUT OR FILL SLOPE

UPSLOPE TOE

2' MIN

2' M

IN.POSITIVE GRADE 1.0% MAX.

2:1 SLOPE (MAX)

18"

COMPACTED2' MIN

NOTE: STABILIZE DIVERSION DITCH WITH TEMPORARYSEEDING AND EROSION CONTROL NETTING.

TEMPORARY DIVERSION DITCH DETAIL

EVER IS LESS).OR TOP OF CHANNEL BANK (WHICH-

(2) d = 1' ABOVE MAXIMUM TAILWATER

DIAMETER BUT NOT LESS THAN 6(1) d = 1.5 TIMES THE MAXIMUM STONE

(3) La =LENGTH OF RIPRAP APRON.

NOTES: FOOTING SIZE

24" - 36" 15" - 24"

PIPE SIZE

36" - 54"

IF STONE DIA.> 8", PROVIDE GEOTEXTILE UNDERLINER OR4" (MIN.) #57 WASHED STONE BEDDING MATERIAL.

SECTION B-B

4" (MIN.) #57 WASHED STONE BEDDING MATERIAL.

PIPE OUTLET TO WELL- DEFINED CHANNEL

PLAN VIEW

B

od

TYPE B

CHANNEL BOTTOMB

PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL

PLAN VIEW

IF STONE DIA.> 8", PROVIDE GEOTEXTILE UNDERLINER OR

FOOTING - SEE NOTEFOR SIZE OF

A

od o3d

TYPE A

d

SECTION A-A

aL

NOTES:

INCHES.

1'

W

A

24"12"

36"12" 8"

18"

DEPTHWIDTH

RIP RAP VELOCITY DISSIPATOR

aL

3' FILTER FABRICON GROUND

STEEL FENCE POST

WIRE FENCE

HARDWARE CLOTH

FILTER OF #57WASHED STONE

BURY 6" OF UPPER EDGE OFFILTER FABRIC IN TRENCH

TOP OF SILT FENCEMUST BE AT LEAST 1'ABOVE THE TOP OFTHE WASHED STONE

SILT FENCE

STEEL FENCE POSTSET MAX 2' APARTMIN. 18" INTO SOLIDGROUND

BURY WIRE FENCE,FILTER FABRIC,AND HARDWARECLOTH IN TRENCH

4' MIN.

STANDARD SILT FENCE OUTLET

NOTES:1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.

BURY WIRE FENCE ANDHARDWARE CLOTH

SEEDBED PREPARATION

SEEDING SCHEDULE

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PROFILE VIEW

2" DEEP TRENCH

DITCHLINE

2"x2" WOODEN STAKE THRU WATTLE

18" DIAMETER COIR FIBER WATTLE

NOTE: ENDS OF WATTLES SHALL BETURNED SLIGHTLY UPSLOPE.

2' MAX

24"

MIN

COIR WATTLE