SW3140402_Plansheet - Set_20140724

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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SHEET INDEX
Shm No.
Shm Thk
1
PRd mimW Subdivision PkdmdscW PUN
2
PRdiuiwwy SubdiuisiaN PUv/LwlsccW Pine
SITE
3
SToRm Den mW and GRWINq Pow
4
SToRm DRMNW nNd QRWlrnq PUN
S
rmel
Ew" CaPUw (PRE)
�°
b
Emsim Corn &ftm (PRE)
7
ERWM CoMed PUN (Pear)
8
ERosion Co and Pim (Posy)
9
ROMWAY & Smw DPAKWOE Paoflles
10
TRIM MMgUIM PUN
VICINITY MAP NTS
11
Tm Mhiculm PUN
12
Sk CoNSTeucdm D"
CERTIFICATE OF APPROVAL
13
WP/DIMMION PI h ANd Danils
I HEREBY CERTIFY THAT THE VILLAGE COUNCIL GRANTED
APPROVAL TO THI5 SKETCH PLAN ON THE 25th DAY
OMF SI, AO.
MARVIN
I DO HEREBY CERTIFY THAT ON THE DAY OF, 20,
THE VILLAGE COUNCIL OF THE VILLAGE OF MARVIN,
z"
NORTH CAROLINA, APPROVED THIS PRELIMINARY PLAT/
CONSTRUCTION PLAN. THI5 CERTIFICATE OF APPROVAL
15 NOT INTENDED TO 13E C0145TR W TO BE APPROVAL
OF THE FINAL PLAT NOR APPROVAL OF T1$ PROPOSED
SUBDIV1510N TO BE RECORDED AT THE REGISTER OF DEEDS.
13 N ZZl
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S05'24'5r=
L2
S0435'42•W
L3
S57.32'23E
L4
F6,94
S05'40'03E
L5
S6P00'29EL6
S05'21'5TE
L7
S3I'03'48 W
L8
3273
S20.07'47E
L9
IZ74
S55.47.26E
LIO
8.94
S16'17'4PW
LII
19.04
SW03'25-E
LI2
1457
504'41'27 W
LI7
57.89
S5813'5E
L18
4.96
S40.47'E5E
LI9
14.71
S65'49'31E
L20
15.13
NOI.45'13W
L21
30.26
N8417'03•W
L22
80.96
NOI'44'13'W
L23
100.01
NOO'02'06'01
L24
100.18
NOTI2'52E
L25
63,24
NI4'16'50E
L26
100.06
N21'48'57E
L27
100.00
N30'36'53E
L28
699
N34'30'30E
L29
71,65
N34'34'35E
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1-2
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9\ PARCEL ID # 06-226-003A
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104
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12 GUTTER
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DEVELOPMENT DATA **
TAX PARCEL NO.: Ob-228-0046, 010 d OIOA
ZONING CLASSIFICATION: R (LARGE TRACT SUBDIVISION)
ZONING JURISDICTION: VILLAGE OF MARVIN
TOWNSHIP: SANDY RIDGE
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
517E ACREAGE: 1529 AG
EXISTING WOODED AREA: 56.0%
CONSERVATION LAND: 4,55 AG= 31.1%
VIEWSHED BUFFER - 2.42 AG
EXTERIOR PERIMETER - 121 AG
INT. TREE PRESV. - 1.16 AG
AREA IN BMP - 021 AG
REQUIRED INT. PRESERVATION: 1529x.05=.16 AG
DEDICATED PARK LAND = 1245 X 12 = .034 AG
MAXIMUM NUMBER OF LOTS: 15.29 (0.5521+.00486x29)= 12 LOTS
AVERAGE LOT 51ZE: 30,61b 5F
LENGTH OF STREETS: 90321 LF
57REET TANOENT5: 341.32 LF, CURVES: 555.86 LF
AREA OF NEW R/W: 1.14 AG
R LOT DATA:
MIN. LOT 51ZE = 30,000 SF*
MIN. LOT WIDTH = 130'
MIN. SETBACK = 50'
MIN. SIDE YARD = 20' , 25' GORNER
MIN. REAR YARD = 40'
N/F
MAGK $ MARY L. JACK°
DB 52,16 PG 464
PG L PG 638
:aL-ID'"#' 06-228-008A
2 (M) U5E: RESIDENTIAL
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TERRY S RAYMOND WILLIAM5
DB 1140 PG 816
PARCEL ID # 06-228-0035
'ZONIN6:.,-R (M) U5E: RESIDENTIAL
GENERAL NOTES
I. Ti15 PRELIMINARY SUBDIVISION PLAT 15 SUBMITTED, AND SHALL BE
CONSTRUCTED, IN ACGORDANGE WITH THE REQUIREMENTS OF THE
VILLAGE OF MARVIN ZONING AND SUBDIVISION ORDINANCES,
AND THE NGDOT SUBDIVISION ROADS MANUAL,
2. BOUNDARY SURVEY INFORMATION PER SURVEY PREPARED BY PHOENIX
LAND SURVEYING.
3. TDPOGRAPHIC INFORMATION TAKEN FROM PHOTOGRAMMETRIG MAPPING BY
NGDOT SUPPLEMENTED WITH FIELD SURVEY DATA.
4. WATER AND SANITARY 5EWER SERVICE SHALL BE PROVIDED BY EXTENSION
CP THE EXISTING UNION COUNTY PUBLIC WORK5 SYSTEM.
5. LOT 12IMEN51ON5 ARE APPROXIMATE; REFERENCE RECORD PLAT FOR EXAGT
LET DIMENSIONS.
6. ALL STORM DRAINAGE PIPE SHALL BE GLA55 3 REINFORCED GONGRE-TE PIPE
(F2GP) UNLESS OTHERWISE NOTED. PIPE LENGTHS INDICATED ON THE P_AN5
ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DUE TO FIELD GONDITION5.
1. DRAINAGE EASEMENTS INDICATED A5 5DE (STORM DRAINAGE EASEMENT)
ARE EASEMENTS WHICH ARE THE RESPONSIBILITY OF THE INDIVIDUAL
PROPERTY ONNER.
8. SIGHT TRIANGLES SHOWN ARE MINIMUM REQUIRED.
9. EXISTING VIEW5HED BUFFER HAS NO TREES LOCATED WITHIN THE LIMil 5.
THE AREA WILL BE LANDSCAPED TO MEET THE VILLAGE OF MARVIN
PLANTING REQUIREMENTS. ENTRY 51GNAGE WILL BE SUBMITTED TO
T',4E VILLAGE FOR APPROVAL PRIOR TO INSTALLATION.
10. DRAINAGE AREA TO CREEK AT REAR OF PROPERTY 15 LESS THAN TH=
50 ACRE REQUIREMENT FOR A STREAM BUFFER.
11. A 100+1 FLOOD STUDY RILL BE DONE WITH THE PRELIMINARY PLAT.
12. TREES USED FOR STREET TREES AND MITIGATION WILL BE 5ELEGTED FROM
T-E APPROVED MARVIN SPECIES LI5T AND TO THE TREE ORDINANCE 5TD5.
15. ALL CONSERVATION LAND 15 SUBJECT TO A CONSERVATION EPSEMEN"T.
AREAS WITHIN THE VIEWSHED BUFFER, 2V EXTERIOR PERIMETER STRIP AND
AREAS OUTSIDE OF THE LOTS WILL ALL BE HELD A5 COMMON OPEN SPACE
14. APPLICANT WILL DESIGN AND CONSTRUCT ALL SUBDIVISION ROADS R
NGDOT STANDARDS. THE WAXHAW MARVIN ROAD FINAL PLAT WILL
CREATE R/W SUFFICIENT TO MAINTAIN THE SUBDIVISION ROADS IN IN
A:GGORDANCE WITH NCDOT STANDARDS. UPON FINAL APPROVAL ANC
DIRECTION BY THE VILLAGE COUNCIL, APPLICANT AGREES TO EITHER
DEDICATE ROADS FOR PUBLIC MAINTENANCE BY NGDOT, VILLAGE OF
MARVIN OR TO CREATE AND RECORD NECE55ARY HOMEOWNERS
ASSOCIATION DOCUMENTS FOR PRIVATE STREET MAINTENANCE.
PROVISIONS FOR PRIVATE STREET MAINTENANCE TO ALSO BE SUB.IEC T
TO VILLAGE COUNCIL APPROVAL
15. VIEWSHED BUFFER= 80+(5x1529)=15b.45 FT (130 FT AGREED TO BY VILLAGE
BOARD IN ORDER TO SAVE MORE TREES AT THE REAR OF THE PROPERTY.
I6. A NATURAL MATERIAL WALKING TRAIL INCLUDING PARK BENCHES WILL
BE: PROVIDED IN THE CONSERVATION AREA AT THE REAR OF THE
PROPERTY, AS SHOWN, NO TREES ARE TO BE REMOVE AND AN EA5EP'&NT
WILL E3E PROVIDED WHERE TRAIL IS OUTSIDE COS.
17. LANDSCAPING IN CONJUNCTION WITH A TERMINAL V15TA WILL
BE: PROVIDED IN THE MEDIAN AT THE ENTRANCE OF THE SUBDIVISION
AND WILL BE PLACED IN A HOA MAINTENANCE EASEMENT.
18. ALL STORM DRAINAGE WILL BE DESIGNED AND SUBMITTED TO THE
REVIEW AUTHORITY FOR APPROVAL IN CONJINGTION WITH THE
PRELIMINARY PLAT/ CONSTRUCTION DRAWING SUBMITTAL
19. ALL 51DEKALKS OUTSIDE THE RIGHT-OF-WAY SHALL BE IN A PUBLIC
EASEMENT ONE FOOT BEYOND THE BACK OF THE 51DEWALK.
20. AW IMPROVEMENTS TO WAXHAW-MARVIN ROAD ARE TO BE APPROVE;?
ElY NGDOT IN THE DRIVEWAY PERMIT PROCESS.
21. STORM WATER DETENTION SHALL BE PROVIDED IN THE AREA DE516NA.rED
ON THE SKETCH TO DETAIN THE SITE RUNOFF PER THE MARVIN ORDINANGE.
22. THE PROPOSED 8' NULTI-P)RPOSE TRAIL, 15 TENTATIVELY PLANNED FOR
THE OTHER SIDE OF WAXHAW-MARVIN RD.
THE TOM COLWIL HAS ACCEPTED FEE IN LIEU FOR 7'FE TRAIL Alm Ef:SE:MENT.
A-°% ALLONED IN SECTION /50075 (0)
THE FEE WILL BE CALCULATED PER SECT. 16OA-372 (c) OF IG STATE '-TAME.
23. THE APPLICANT WILL WORK WITH THE VILLAGE IN DEVELOPING A
LANDSCAPE AND GRADING PLAN THAT PR_F51ERVE5 AND/OR ENHANCE --
THE LINE OF SITE WHEN EXITING THE SUBDIVISION.
24. THE PROJECT WILL BE COMPLETED IN ONE PHASE
25. INTERIOR LOT TREES WILL BE PROVIDED IN AGGORDANCE WITH SECTION 9322.
26. A TREE REMOVAL PERMIT WILL BE OBTAINED PRIOR TO REMOVAL OF ANY
TREE WITHIN EACH LOT AREA IN AGGORDANGE WITH SECTION 93.66 .
21. TREE FENCING 15 TO BE INSTALLED AND INSPECTED BY THE VILLAGE PRIOR
TO START OF LAND DEVELOPMENT ACTIVITY.
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STORM DRAINAGE SCHEDULE
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(S) (FD (tD RIM INVERT
RNA INVERT
CI I CI 050 22.0 15 658,29 65450
658.29 654,39
Cl2 CI 4,00 40.9 15 65529 65429
65619 652,65
03 CI 4 4.05 7&0 15 66019 655.80
656J9 652,64
CA 4 CI 5 L60 23.2 5 65619 65256
656.75 6521E
CI 5 06 9.20 41.4 5 656,75 65208
65LBO 648.27
CI 6 G 7 6,00 65A 15 651,80 648.17
647.96 644.25
a 7 CI 8 250 72.7 15 647.96 644.15
646.08 642.33
CI 8 FES 9 048 24.0 18 646.08 64OA8
----- 640.72
ALL PIPE CLASS IA RCP Lt.I.ESS OTC NOTED
SEE COVER S-EET FOR CLD STD NO. FOR STORM DRAINAGE STRUCTLRES
CL IV- REPRESENTS CLASS IV RCP
RIM: GRATE W FLOVWW ON CURB MET (CA)
RIM: CENTER OF GRATE ON GRATE TYPE YARD INLET (YB
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EROSION CONTROL LEGEND
-� STONE OUTLET
TEMPORARY SILT FENCE
DC-HNR STD 6.62
mob- TEMPORARY DIVERSION
DITCH - DEFINR STD 620
DENUDED AREA
PROPOSED TEMPO
RARY GRAVEL
.- CONSTRUCTION ENTRAW-E - DEEM STD 6A6
PROPOSED TEMPORARY ROCK
CHECK DAM - DEHNR 5TD 6.65
GALL NG 511
BEFORE YOU DIG
1-500-652-44149
AVOID UTILITY DAMAGE
SEEDING SPECIFICATIONS
NARRATIVE
GENTLE 51..E STEEP 5LOPES THIS SITE 15 BEING DEVELOPED AS A DETACHED SINGLE FAMILY SUBDIVISION. IN
5EEDIt16 100 Ibs/acre tall fescue ACCORDANCE WITH MARVIN STANDARDS A TREE PRESERVATION AREA 15 SET
MIXTURE E30 Ibs/acre of tall fesue 30 Ibs/acre 5erlcea lespedezo A5112E ALONG WITH A I00' UNDISTURBED BUFFER WITH NO CLEARING ALLOVED
(Macarlfled after August 15)
10 Ibs/are Kobe lespedeza BUILDING SITE5 FOR HOUSES WILL BE CLEARED INDIVIDUALLY ON A "AS SOLD" 3ASI5.
Fall: August 25 - October 15 EROSION CONTROL MEA5URE5 WILL BE INSTALLED AT THAT TIME, THE BUILDER WILL BE
Fall: August 25 -October Late winter F 15 - rll IS RESPONSIBLE FOR ANY EROSION CONTROL SUBMITTALS FOR TH05E AREAS THAT
Late wlnter: February 15 - April 15 To extend 1Bnq seeding A June, add N ILL BE CLEARED AT THAT LATER DATE.
SffDDING To extend spring seeding Into ,Une, add T Ib extend
spring
hulled s e ding Into s
DATES IS es/mreeed hulled be lesagraz O„erseedl of Kobe les edezo over
Overseded of Kobe lespv very
a over fall -seeded tall fescue I5 effective. SEEDBED PREPARATION NOTES
fall -seeded tall fescue very effective. o^J
s SEEDING App lime o d fertilizer per soil rests, or Apply Ilme and fertilizer per soli rests, or 4000
' AMENDI M5 = Inn/acre Ihhstone and I= Ibs/are rig
IYnestone and 1000 Ibs/are 10-20-20 I. SURFACE WATER CONTROL FEATURES SHALL BE INSTALLED PER APPROVED PLAN.
P 10-20-20 fertilizer. fertilizer.
TEMPORARY 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSIL O
EARLYY SUMMER 5EA50 INC, FOR WARM AND COOL � 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4° TO 6" DEEP.
40 Ibs/acre of barman millet Ito Ibs/aae a (grain)
i SF�DIN6 Ru
r I MIXTURE 80 Ibs/are of tall fesue 80 Ib5/acre tall fesus 3. LOOSE R9GK5, ROOTS AND OTHER 055TRUGTION5 SHALL BE REMOVED FROM THE
` SURFACE 50 THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND/OR
Mw I - August IS October 25 - December' 30 MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEED BED PREPARATION, AT
i `,DATING We[
if oath 5 not fully adequate. Between December annual
- Febre a p FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
i f DATES l, 40001 bs/acre straw or equivalent add 50 Ibs/acre of onual Kobe lespedeza.
( I Mroseeding. Apply 4000 Ibs/acre straw or equivalent
ivy oseeding. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIED ACCORDING
N/F ! 5®IN6 Apply Ilme and fertilizer pper soli rests, or 2000 Apply Iime and fertilizer per loll rests, or 2000 TO SEEDING SPECIFICATIONS.
BILLY HOWARD CRUST I ' Al g� Itn/are limestone and T50 Ibs/acre 10-10-10 lin/acre limestone and 750 Ibs/are 10-20-20
DB P6 ; fertilizer. fertilizer. 5. IF SOIL TEST 15 TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL -'.E5T
REPORT.
PARCEL ID # 06'-228-003
ZONING: R (M) US'E: VACANT I t 6. FERTILIZE92 AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SG IL
f DURING SEEDBED PREPARATION.
i ry ,,,.A I =..,.w., •. 1. GRADED SLOPES AND FILLS, THE ANGLES FOR GRADED SLOPES 514ALL BE NO
„...�''-'®•-Frf©- GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER 'DR
,..... ,...-.r -..
.. _.. .. �. AND PERIMETER AREAS SHALL, WITHIN 1 CALENDAR DAYS OF COMPLETION Of ANY
_•p, _ _ OTHER ADEQUATE EROSION CONTROL MEASURES. SLOPES GREATER THAN 3•I
_ _--- PHASE Of- GRADING BE PLANTED OR OTHERWISE
------_-- -=--- _--------_-(c --------------------------- =- __--_ .-- --` .- � � � �1, .. -. _... ,. OR OTHEf2 ADEQUATE EROSION CONTROL MEASURES SUFFIICIENT TO RESTRAIN EROSION.
MAXIMUM SLOPE 15 2:1 (5ESC.0 1b 65 113A-51(2)).
____,______-______________�__-.Y ti _____ _______ -_____ _____ "- 8. GROUND c:OVER, PROVISIONS FOR A PERMANENT GROUND COVER SUFFICIENT TO
-_________ __
�� RESTRAIN EROSION MUST DAYS
.... LLOWIN6 CONSTRUCTION ON ALL OTHER AREAS,
,..._.. _ \ (SEr001cI G5 1115 -5(3)).
..- ......,._.. ._ ... .,...... _. _.. -._
MARY BROOKS ZUGCARELLI
\ DB 302 PG 451
\ \ PARCEL ID # 06-226-003A CONSTRUCTION SEQUENCE
�,, ,,�; �\ \ ZONING: R (M) USE: RESIDENTIAL I. OBTAIN GRADING PERMIT FROM NG DEPT. OF ENVIRONMENT AND NATURAL RE SOURCES
s° f \ _
-- _- ---- ,... :: ,,..,.__... .._, .,,.... � \ 2. SET UP PRE-GO)N5TRUGTION CONFERENCE ON -SITE WITH NGDEWR INSPECTOR
-a'' --- - \ \ \ \ \ 104-663-16Q9 TO DISGU55 EROSION CONTROL MEASURES.
// �- _--ER • --- / "\ \ ��.� ��\ \ \ 3. INSTALL �.:ONSTRUGTION ENTRANCE, SILT FENCE, SEDIMENT BASINS, DIVERSION DITCHES
- _ HECK DAMS, AND OTHER MF4_r•URFS AS 5HOM ON THE PLAN. CLEARING ON A5
..� NEGC-SSARY TO INSTALL THESE DEVICES. STABILIZE E=ASIN UPON INSTALLATION
' kt4SHOUr 5TATI0 /F INSTALLED, SHALL 13E ,S9' MIN. FROM
0 �\ \
pis . \ \
✓", l -. , ., .- _ \\\ �\ �i \ ANY STORM INLET OR 5mlh�N�7(' BASIN.
4. GRADE ROADWAYS INSTALLING SANITARY SEVER AND STORM DRAINAGE.
dpw (� - -✓ _ _,_J _\ �.\ R \ \ NORTH / INSTALL INLET PROTECTION UPON STRUCTURE COMPLETION.
_ ,, ,_ r ���VY �� \D - UPON CURB INSTALLATION INSTALL WATER AND 51DEWALK. STABILIZE SITE
s ..... 50ON AS PO551BL-E AFTER FINAL GRADES ARE ACHIEVED.
-.. COMPLETE_ IMPROVEMENTS.
�\-.-\ IN, ............ . 5. ADDITIONAL MEASURES MAY BE NE-SSARY DURING THE COURSE OF THE PRL,gGT.
.. .�. ........ ........
HINO
ISHED C-RADE.
....,, ,,,., ,.. ..-„_..... .,._... ..._.. ..,__-��._.. .-,.,,.._.. ..._____...., ...,,. �.. ._,,. ......__... .... ...... ...... .._... ,_.,...,.,,` � `�� \\ 6 SEED AND MRJLGH ALL DISTURBED AREAS UPON READ
!yam-' -' - - • - - • - . ,._ ..� \ "" \ �` 1. REQUEST 517E INSPECTION BY N1GDE3lR ER.OrION INSPECTOR TO APPROVE THE
N/F / ^` � �,... .... .... .__ .._._ .._. ...,.�,�._ ,.,. _-„,.-. ,...... ... _.�_=r--, _.............. A �� REMOVAL. OF SILT FENGE-5, 5EDIMEMf TRAPS, ETC. AND SEED ANY REMAINING
aUA5TO INVESTORS LLG \ \ DENUDED AREAS.
�E .....- .-_.w �....._ __-.._.._ _� . . .-...._._., .- _-V _ \ \ .,
PG L P6 428 ~ / / / """"" ' '- -- '" N.
- �� >� \ 8. PRE -FINAL INSPECTION BY INSPECTOR REPAIR ALL PUNCH -LIST ITEMS.
PARCEL ID # 06-225-260 / / .l ' ' \ -- -- - \�\ \ �� \ - - . cl. AN INSPECTION BY NGDE:NR REPRESENTATIVE 15 RE-QUlf PRIOR TO CONVERSION
ZONING: R (M) U5E: VACANT' - : > ' / \ _ .... ,..... ._ >_ .. ,,..... ,--, ...... \ �� \` \ _,..._._ OF ITiE SEDIMENT BASIN INTO A SAND FILTER.
o�501E TYPE SEDIMENT
(J. _. 10. I6N MANUAL,
BREAKLINE v,.
THE NZ12RO51ON AND
ro. KK.mm
� \ ., � �� \\ N/F .. ALL EROzION CONTROL MEASURES SHALL BE CONSTRUCTED ACCORDANCE WITH
516
.......c�.',"ry�� ` \�� RRDB 140 PG Y It ND WI
\ ��... '! \ \ \ \ \ 11. PERSONS RESPONSIBLE FOR LAND DI5T'URBv NG ACTIVITIES MUST INSPECT THE
s \ `\ \ PARCEL ID # 06-228-0038
�V �
\ \` `�� \ .ZONINSr:.R (M) USE: RESIDENTIAL SEDIMENT AND EROSION CONTROL MEASURES ON A PRO.;EGT AFTER EACH PHriSE
m,.ri'"- \ OF THE Pf20.EGT TO MAKE SURE THAT THE APPROVED EROSION CONTROL PLF,N
NN'/, / dam. _. �, �` ....-......--.. I5 BEING FOLLOWED. 5ELF-INSPECTION REPORTS ARE REQUIRED. IN ADDITIOt
a� . \ �\ TO THE REWIRED NGDENR INSPECTIONS.
I
_:._ \ \ NN \ \ ENTT2ION
1/1NGE iDEH R STD. EROSIC)N CONTROL NOTES
__.._
I �
NIT
r THIS EROSION CONTROL PLAN IS PREPARED IN ACCORDANCE WITH THE
\ N.
\ \ \ UNION GOJNIY SEDIMENTATION AND EROSION CONTROL ORDINANCE.
\• \�N\ 2- TOTAL PROJECT AREA: 15.3 ACRES; TOTAL DISTURBED AREA: 2.5 ACRE-5
N` \ \ 3. 501L CLASSIFICATION: CECIL, COLFAX ii HELENA
\.'3 "� �` �� ,.'7(9 RECEIVINi WATER COURSE: UNNAMED TRIB OF COA40RN BRANCH (SIXMILE GREEK)
A CLA55 G CREEK
\ 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
125 LLG '� ``-, ! I 1 .... \ �\ \ BY THE EROSION CONTROL INSPECTOR,
218 , i 1 I .. _.. -..... .. .- ..,...- .... \ .�-.---.-_ "^\ ,( �� �� SIN i \ 5. FINAL LOCATION OF SILT FENCE SHALL BE DETERMINED IN THE FIELD BASED ON
ACTUAL
25
USE: VACANT
.._..� '.' � .._.�.-. ,a\ 4? 1_..� ������ \Z\ \ 6. THE CONTRACTOR
CONDITIONS.
a\ -� �\ �� ` DEVICES AND STRUCTURES TO�MINI MINIMIZE EROSION. 60Nl1RAGT'OF'ON
TRAG ALL ER05
\- - SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR 50
-., / ; _„" 1 \ • - \ �` THAT PERIODIC, INSPEGTION5 CAN BE PERFORMED AT APPROPRIATE STAGES ,�
9 coNs7wlcnoN
GLEA . INb.,,, ._ _, m CONSERVATION PL
CONTROL MEASURES SHALL BE
. .,,. , ."_.. �>� \ � `+ ON A CONSTRUCTED IN ACCORDANCE N
........... _
LIMI,T��J I 1 _. ie .. .. . F A&RIGUL U SEDIMENT
ON SERVICE, THE GABARRIIE GO.
a. �` THE NG CONTROL PLANNING AVID DESIGN MANUAL, US
. ., `\ ON I:ONTROL ORDINANCE. GO GE ;
\ _ ' �`\ 8. ANY GRADING BEYOND THE INDICATED GLEARIN6 LIMITS 15 A VIOLATION OF THE
- GOUNIY BZOSION CONTROL ORDINANCE AND 15 WB.EGT TO A FINE.
- \ 9. ANY ON -SITE DEMOLITION LANDFILLS) SHALL BE PROPERLY PERMITED.
10.
p' , .--. I 1 �,.. P�15 A VIOL TTION ONE H ACRE WITHOUT AN APPROVED ORDINANCE
CONTROL
2 r
. STANDARD NUMBERS
E w- - - a A ...... ..... .. . ._ _. 11 'O IA FINE• N OF THE COUNTY EROr'ION CONTROL ORDINANCE AND 15
r }{ _
_-�--, „••. :::. ' 9..,.... i s4 I I . ,. "" �' '` \ \.... \ AND DESIGN REFER TO NG EROSION AND .SEDIMENT CONTROL PLANNING
8 8 AC
F
BASIN-jr, ,��� ... .. _ _ °6 \ \ w,�., _ 12. ANY LAND DISTURBING ACTIVITY z I ACRE REQUIRE S CAMPLIANGE WITH ALL
._...., '..,� M CONDITIONS OF THE GENERAL_ PERMIT TO DISCHARGE STORM WATER UNDER
k �
-
..,.. - ``", g • \ _ i ' � ... THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. ANY PERMIT NON..
SILT N WATER ACT AND MAY REOUIRE
TEMP
FENGE, T1I'f'. ) --.. 13. SKIMMER SOLD BY EROr'ION CONTROL SUPPLY W. RALEIGH. N�.
( aw/sm 2.62
J �� ' LEAR[ �1
...� �"""- ,1 p�\ BNFORGET VON BY THE DEHNRGLEA
'ENT AG
G � _ �"•.. 1 � RECOMMENDED A
I ACTION
�-\ t r' f
`..._.............!.... _.�-^`µ .r __...._.._ LIMN � .... .m_ e ,., •." ._.__ OR EQUAL
CLEARING FOR HOME CONSTRUCTION
REQUIRES PERMITS FROM NCDENR &
THE VILLAGE OF MARVIN
"c7c__�
0 50 f00 150
GRAPHIC SCALE
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DB 6046 PG 26
.. PG A1 PG 025
PARCEL ID TR 06-226-004G-
„ ZONING: R USE: RESIDENTIAL
ZONlN6;"12(M) USE: RESIDENTIAL '
a
CLEARING FOR HOME CONSTRUCTION
REQUIRES PERMITS FROM NCDENR &
THE VILLAGE OF MARVIN
TEMPORARY( SILT FENGF
r
.:_ TEMPORARY DIVERSION
DEHNR sm 6.62 ! -
DITCH - DEHNR STD (120
mm�ar9 DENUDED AREA
PROPOSED TEMPORARY GRAVEL �.
G01,15TRUCTION ENTRANCE - DEHNR STD 6.06
ip�^pj PROPOSED TEMPORARY ROCK
OWC,K DAM - DEHNR 5TD 6.83
NOTES:
GRID NORTH I. ALL EXISTING 6RADE5 ARE FLATTER THAN 15% WIHIN THE PROPERTY
BASED ON EXISTING TOP06RAPHY
GALL NC 6II
BEFORE YOU DI& U.
CONTRACTOR IS FULLY RE5PON5mLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
SOILS DATA
UTILITIE5 ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
16I146 FLAOWN, M. AS NECESSARY TO INSURE SAFETY
THE ENTIRE BUILDABLE PORTION OF THE TRACT 15
TO TE PUBLIC.
COMPOSED OF GEGIL SOILS WITH THE DESIGNATION
3).
ALL PAVEMENT GUTS, NG ASPHALT, ARE TO
0 50 100 150 OF GeB2 AND GeC2 BASED ON THE SLOPE OF THE EXI5TIN6
TO STANDARDS
O
BE REPLACED ACCORDING TO OF THE NORTH
GROUND. TWO SMALL AREAS WITHIN THE VIEWSHED BUFFER
CAROLINA DEPARTMENT OF TRAN5PORTATION.
AND GONSERVATION LANE ARE HELENA AND COLFAX. THE
GRAPHIC SCALE
1-600-632-4944 4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
LINES DIVIDING THE DE516NATION5 ARE SHOWN ON THE PLAN.
AVOID UTLITY DAMAGE
STANDARDS PART 1426 SUBPART P, OR AS AMF1F3JfWJED.
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EROSION CONTROL LEGEND
ouTLET = -
O'i f q '_ � 1i _ -
P
R
—�—.— ' SILT PENCE rj�-pp_'' _= _c ,
DEHNR STD 6.62
TEMPORARS
ate„ _
TEMPORARY DIVERSION
DITCH - DEHNR STD 6.20 _
ApA6p�sww DEWDED AREA -5
5-:-
PROPOSED TEMPORARY GRAVEL s __--
CONSTRUCTION ENTRANCE - DEHNR STD 6.06 -
Ky,^pj PROPOSED TEMPORARY ROCK
CHECK DAM - DEHNR 5TO 6.53
PROP05ED CATCH BA51N INLET
PROTECTION (SILT 5ACK)
HARDWARE GLOTH t GRAVEL
INLET PROT TYP, (DEHNR 5TD. 651) NORTH
"9--7
0 50 100 150
GRAPHIC SCALE
CLEARING FOR HOME CONSTRUCTION
REQUIRES PERMITS FROM NCDE4R &
THE VILILAGE OF MARVIN
NGE '
STEEL POST —�`1
SILT FENCE, I STEEL
1` HARDWARE CLOTH
5TRUGTURAL STONE
GENERAL NOTES:_
I. STRUCTURAL STONE SHALL BE GLASS "B" 5TON FOR EROSION CONTROL PURP05E
2. SEDIMENT CONTROL STONE SHALL BE #57 STONE
3. HARDWARE CLOTH AND SILT FENCE TO BE BURIED A MINIMUM OF I'
4. STONE OUTLET5 SHOULD BE PLACED IN THE LOW LYING AREAS OF SILT FENCIN(5,
BASED ON FIELD CONDITIONS
MAINTENANCE NOTES:
1. FRESHEN STONE WHEN SEDIMENT ACCUMULATION 15 6 INCHES OR AS NEEDED
STONE OUTLET DETAIL
I"-ox--e-II
X
X-__-X_1-1�
4'-0" MAX. SPACING PERSPE..TNE VIEW
(TYPICAU
MAXIMUM SPACING
A AND B ARE AT EQUAL ELEVATIONS
NOTE5,
X 1.
DRIVE 5' STEEL POST AT LEAST 24"
INTO SOLID GROUND.
2.
Y
U�ST�TICALLY
TO ATTAICTIC
X
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NOTES
I. THE CLEARING LIMITS SHOWN ARE FOR REFERENCE ONLY, TREES
2• WITHIN THE AREA SHALL BE REMOVED ONLY IF THEY ARE
WITHIN THE FOOTPRINT OF THE PROPOSED HOUSES AND CANNOT
BE SAVED.
THE TREES SHOWN FOR MITIGATION WILL BE PLANTED IN A
3 AESTHETIC LAYOUT, THI5 PLAN DEPICTS THE NUMBER OF TREES
REGNUIRED FOR MITIGATION AND NOT NECESSARILY THE SPACING
AND ORIENTATIONS. TREES WITHIN THE PROPOSED HOUSE AREAS
WILL BE PC-RMI-'TED AND MITI6ATED BY THE BUILDER.
THE TREES IDENTIFIED BY: AIRBORNE TREE SERVICE LLG
3502 GROW ROAD,
MONROE, NORTH CAROLINA 25112
4• THE TREES LOCATED BY: PHOENIX LAND SURVEYING
1516 GREENWOOD CLIFF
CHARLOTTE, NG 25204
5. IN ADDITION TO THE MITIGATION PL ANT4kf LISTED IN THE ABOVE TABLE, THE REMIRE IERr
FOR PERIMETER P;ESERVATION STRIP TRffS SHALL APPLY AT A RATE OF 18 TREESAC.
7}BtE ARE 25 A. THAT DO NOT HAYS E)f15TINS TREE CANOPY TO MEET THE REOU11RF9'EM5
BUT ARE MORE nM THE REMPED N EER FROM MITIOAT ION. THE REWRED MITIGATION
ARE TO BE PLANTED IN THE PRESERVATION STRIP, TO A MI OF 4O TREE,+/AO. THE
THE WMIES OF TREES TO BE PLANTED HILL MEET THE MARVIN APPROVED LIST AND ARE
LIMITED TO THE TYPES AS 5110YH 81 APPROVAL OF THE TOWN WILL BE NECESSARY
PRIOR TO PAMING. ONLY NATNE SPEGES Tim ARE TO BE PIA FTED.
MAFLE, RED ACER WIBRUM
OAK, SOUTHERN RED QUERCUS FALCATE
OAK, WILLOW QUER(,YS PHELLOS
51HEiT6UM LIOUIDAMBAR 5TYRACIFIUA
TULIP - POPLAR LIRODENDRON TULTPIFERA
CEDAR, DEODAR CEDRU5 DEODARA
PINE, LOBLOLLY PINUS TAEDA
MAGNOLIA, SOUTHERN MAGNOLIA 6RANDIFLORA
THE TREES 5HOWN FOR MITI6ATION WILL BE PLANTED IN AN
At57HETIC LAYOUT, THIS PLAN DEPICTS THE NUMBER OF TREES
REQUIRED FOR MITI6ATION AND NOT NEGE55ARILY THE SPACING
TREES REQUIRED BY MITI6ATION ARE:
3' CANOPY - 113
4' CANOPY - 34
b' CANOPY - 6
TREES REQUIRED IN PERIMETER PRESERVATION STRIP ARE:
18 TREE5/AG - 25 AG = 45 CANOPY
nBREFORE& PANT ALL TREES POURED FOR MTISATION IN THE P RI ETM STRIP
WITH APPROPRIATE SPACING AT APPRO)OMAATEEY 62 TREES/AC
0 50 100 150
GRAPHIC SCALE
EXT. TREE PR(58ZV ATION
COWCONSERVATIOF LAND
(SEE NOTE 13)
i
ENT. TREE PRESERVnTION
AREA
VIBYSFED BUFFER
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EXIST. CANOPY/
�(
UNDER5TORY TREE
3' CALIPER
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NOTES
I. THE CLEARING LIMITS SHOWN ARE FOR REFERENCE ONLY, TREES
WITHIN THE AREA SHALL BE REMOVED ONLY IF THEY ARE
WITHIN THE FOOTPRINT OF THE PROPOSED HOUSES AND CANNOT
BE SAVED. ., ',%r hi '
p ,�'� O,` / cY THE TREES SHOWN FOR MITI&ATION.,WILL BE PLANTED IN A
N/F a' n - . � �- O o /ldl AESTHETIC LAYOUT, THIS PLAN DEPI THE NUMBER OF TREES >.
RS rJ O `. REQUIRED FOR MITIGATION AND NOT NECMM5ARILY THE SPACING
QUASTO INVESTORS LLG F-"\ "`-.,, gg ''
DB 561E INVESTORS
PC,as .... O '"'•,�`y+ AND ORIENTATIONS. TREES WITHIN THE PROPOSED HOUSE AREAS //�
PG K PG 064 '"`" m w 0 tit O �o s „a
y : µ-, p - WILL BE PERMITTED AND MITIGATED BY THE BUItgER.
PARGEL ID # 06-228-242 s &'g,to
ZONING: R-40 NG) USE: VACANT e �,: Op p-'"" o o� f3Q4 `?; gi'r3. THE TREES IDENTIFIED BY: AIRBORNE TREE SERVICE-yLG ''j ({a, D
�% p `', Ld, 3502 GROW ROAD,-, ,/O.. .
a H ~„ .�
a O I Y3 O 1 ! MONROX NORTH GAROLINA 28f ,P'-
/�� m �d}, O o €� ''� THE TREES LOG BY: PHOENIX LAND SURVEYING'`�.,�`
° a O O y� 9. 131E GREENWOOD CLIFF
BLUE HEEL LDG, LLG p _ Z+ 00�O o '/� %a,,y CHARLOTTE, NG 28204 / /'"`^� -
r DB 6046 PG 26 gT$ a �O p p ,..r v r
PG M P6 025 : y, O �O Az _ O $ ✓ •„ - D
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I PG L PG 638 I PARCEL ID # Ob-228-091 1 ZONING: R-40 (UG) USE: RESIDENTIAL
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/ \ PARCEL ID # 06-228-090 ZONING: R-40 NC) USE: RESIDENTIAL I /
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LEGEND
EXT. TREE PRESERVATION
NORITI LOS/LONSMWATION LAND
(SEE NOTE 13)
f -•l INT. TREE PRESERVATION
GRID NORTH 1 ,-1 AREA
L___9
VIEVC*M B
o EXIST. CANOPY/
UNDER5TORY TREE
3" CALIPER
t=' MITREEn6ATIOWPERWETER
MII& SD l Q� l Jr� /�r: ``�� TA I
ONON PERIME ER
{ i „ TEE
GRAPHIC SCALE �� b• CALIPER
'kz TREEATION/PERIMETER21
'
EXISTING
TREE
& MITIGATION
TABLE
2
CONO
•
EXIST. TREE
SIZE Ow
< SPECIE-
O MITIGATION
3IZEr;F!!5GlE5
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EXIST. TREE
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6 SPECIES
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EXIST. TREE
SIZE 11W
$ SPECIES
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€ 51ZEF5FEU
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50' R/W (MINIMUM)
c
SEE TYPICAL PAVEMENT SECTION DETAIL
NOTES
TACK COAT 7 SLIRFArr= C49LRSE
I. SIDEWALK SHALL BE PROVIDED ON ONE
SIDES Of: STREET A MINIMUM OF WFROM
5. SFqSB, APPLIED IN (2) 1 112' LIFTS
THE BACK Or CkIRB.
-INAL LFT TO BE APPLIED AFTER qO% DEVELOPMENT 2.51MKALK SHALL BE 6- THICK AT CROSSIN&5
OCCUPAWGYBASE
C4DLPSEE
s!�6"COMPACTED
AGGRWATE BASE COURSE
5LI56RAVE
KEY
-----COMPACTED
SUB&RADE
_
LOCAL RESIDENTIAL STREET
•
TACK COAT E COURSE
7
1. SIDEWALK SHALL BE PROVIDED ON ONE
SIDES OF STREET A MINIMUM OF IV FROM
APPLIED IN W 1 1/2' LIFTS
To=�AV\QAVAV\\VAVA
THE BACK OF CURS
INAL TO BE APPLIED AFTER qO% VEVIMDPMENT
LIFT
2. SIDEWALK SHALL BE 6- THICK AT ORIOGS41,169
-
BASE C40LP-CE
KEY
!Y . COMPACTED.
11/5•
SAL N2llNIL
1. A 6ROOVE JOINT I' DES WITH 1/0' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDENA&K AT 5' INTERVALS. ONE 1/2'
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHIN6 EXPAN510VCON55TRUCTION JOINT IN
ADJACENT CA1RB.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK.
3. 51DEKALK TO BE POURED TO END OF RADIUS AT INIERSECTIN6
STREETS.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI. IN 26 DAYS
TO 1/4'
ly7
41 1
PINE
-EOirSA 3164HW1WIS
1121rK
1. AS5E3.ELEi A5 PHt MAN.FAQT1RHt5
�
#STRUCTIONS. 5ff SPEGFX:ATIOHB FOR
MANIFAQTURH25 RF1iJIRB8NT5.
4
2. ALL H ARDYLARE %ALL BE NOT DIP
NARDWppp -
&ALVANI2 .
M1L[NI
3. ALL CONECTIONS SHALL EE BULLY
YELDED AND 6ROIRlD SMOOTH.
QONORETE FOOTIHG-
a 3GL17 P61
4. ALL WOOD SHALL FE PREY.l.RE TREATED WITH
MASOHdtY H%DLYc
QIH+OMATED caFPER ASVSBY4TE a HET RETe+rIQN
OF 0.4O L&5/OF. WOOD SHALL � DRIED AFTER
TREATMENT. BENCH
DETAIL
NOTES:
1. MEANDER TRAIL BETWEEN EXISTIN6 TREE CANOPY
REMOVING ONLY UNDERBRUSH. BUILD UP TRAIL LEVELED 5UB6RADE 3-4" LAYER LARGE
TO DRAIN AWAY FROM WALKIN6 SURFACE
2- REMOVE ALL LEAF AND VE-61TATION FROM WOOD CHIPS
5U86RADE, LEVEL AND RA15E AREA AS
NECESSARY FOR DRAINAGE WOOD CHIP TRA I L
No 5GALr
2' VALLE
RIGHT-OF-WAY
30'-0•
!-O. (MI
5'-0'
I~
2.1 CUT
3:1 FILL
NOTES:
I. MEDIAN PLANTINGS SHALL MEET 516W
015TA -E REAUIRE3.ENT5.
2. MONOLITHIC CONCRETE MEDIANS WITH BEVELED EDGES
AND MINIMUM WIDTH OF 4 FEET CAN BE USED IN LIEU
OF LANDSCAPE MEDIANS.
SEE PAVEMENT SECTION
(DETAIL, LEST)
GLD
30.-O• (MIN)
9'-0'EMIW
2.1 OUT MAX.
3H FILL MAX.
® 2'-O" VALLEY GUTTER
® I'-6' CURB 4 GUTTER
9O 4• CONCRETE 51DEHALK
77.
0
iv
8' MAX.
III"
x
II
�-
n:l0"1
STEEL POST
I. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32"' IN WIDTH AND
WIRE FENCING
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12' !$TAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE. 15 TO REMAIN j
FOR A PERIOD OF MORE THAN 30 DAYS. f
FILTER FA13RIG
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE K
SELF -FASTENER ANGLE STEEL TYPE.
x5 WASHED 5T01
4. WIRE FENCIN6 SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING. LL
5. TURN 51LT FENCE UP SLOPE AT ENDS.
n LL
4FLOW
6. WIRE MESH SHALL BE MIN. 13 SASE WITH MAXIMUM 2" OPENINGS.
ES
T. WIRE AND WASHED STONE WILL BE REQUIRED AND ACTED ON PLANS WHEN:
A. AT TOE OF SLOPES GREATER THAN 10 FEET'VERTICAL (2,1 SLOPE)
-
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER 15 50 FEET
OR LESS AWAY
8. DRAINAGE AREA GAN NOT BE GREATER THAN 1/4 V.GRE PER IOOFT OF FENCE.
4. SLOPE 1-E46TH5 CAN NOT EXCEED CRITERIA 5HO14E IN TABLE 6.62A
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESI6N MANUAL.
ANCHOR SKIRT
10. DO NOT INSTALL SEDIMENT FENCE ACR055 STRFAt. , DITCHES, WATERWAYS OR
8' MINIMUM
OTHER AREAS OF CONCENTRATED FLOW
MAINTENAIY-E NOTES,
I. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY OURIN6 PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFF5GTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AMID THE BARRIER STILL 15 NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIME K" DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE 15 REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXI5TIN6 6RADE, PREPARED AND SEEDED.
HIGH HAZARD TEMPORAfZY SILT FENCE
FIL
GENERAL NOTE'
I. WOVEN FILTE
OF MORE TH,
2. WOVEN FILTE
FOR A PERIC
3. STEEL POST
SELF-FASTEl,
4. WIRE FENGIN(
6 LINE WIRE`;
5. TURN SILT FEI
6. WIRE MESH S
1. DRAINAGE Af
8. SLOPE LEN(5T
NORTH GARC
9. DO NOT INST
OTHER AREAS OF CONCENTRATED FLOW.
MAINTENANCE NOTES:
L FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DEGOMP05E OR BEGONE INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL 5 NECESSARY, THE
FABRIC SHALL BE REPLAGED PROMPTLY.
3.
TEMPORARY 51 LT FENCE
NO 5CALJ-= 4' MAX. -DEHNR 5TD # 6.62
j^ 1 _ 19-GAUGE HARDWARE CLOTH
-W MESH OPENINGS)
NGDOT #5
WASHED
NGDOT #5 OR #'
WASHED STONE
2'
1
1111U1{l1w
jGENERAL NOTES:
I. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROAGHINS
1UU{j
�f
FHE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
' ' ' ' '99'9
SURROUNDING THE INLET. SPAGE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
GLOTH.SEGURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAT'
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
15 REGOMMENDED.
4. P-AGE GLEAN GRAVEL (NG DOT #5 OR #5-/ STONE) ON A
2:1 SLOPE WITH A HEIGHT OF 16 INGHES AROUND THE
WIRE, AND SMOOTH TO AN EVEN GRADE.
5. OiNIGE THE GONTRIBUTIN6 DRAINA6E AREA HAS BEEN
STABILIZED, REMOVE AGGUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. GOMPAGT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDGOVER.
HARDWARE CLOTH AND
&RAVEL INLET PROTECTION
DE 5TD # 65
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0
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w rJ I /
$ l
0% �P 0
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RIP PLUNGE POOL
MAX SLOPE
OUTLET SEE DE 1 AL
PCCE DTP) ACCESS 1
SAND FILTER
1'= 30'
3" CLEAN
GRAVEL FILTER FABRIC
f I
I 1
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"CONCRETE" I i
SAND I 1
t 1
I 1
TER FABRIC,
-GRATED
....JGRAVEL
DERDIZAIN
r SYSTEM
SURFACE SAND FILTER SECTION
1. 160NGRETE' SAND REFERS TO SAND
THAT 15 COI?YJHLY U.� IN GONGRETE
MIXES.
2. ALL DRAINAGE AREAS TO A SAND
FILTER FAGILITY ARE TO BE STABILIZED
'PRIOR TO INSTALLATION OF SAND.
3. LH28ZDRAIN PIPES SHOLILD BE MIN. 4'
PERFORATED 5GHEDULE 40 PVC, (PER
AA5Wo M278) OR DOUBLE HALL HOPE
(PER AA5HTO M252)- PERFORATIONS
94OLLD BE % ALONG 4 LONSITUDINAL
ROVE 5PAGED 90' APART.
3H, IV MAX SLOPE ) COLLECTION FO5T-CON5TRUCTION
SYSTEM CONTROLS
GLEANOUT-
EASEMENT (PGGE)
RP -RAP- �- CE— PCCE _
AFRON \
�c r
= PRETREATMENT I
SEDIMENTATION
CHAMBER
FOREBAr) tC= _ _ _ T ouTFLow
SDE
PCCE FILTER BF37 PCCE OVERFLOW
BN SPILLWAY
PLAN V1
AS NEEDEU
3H:IV MAY. SLOPE
INFLOW
,IV MAX SLOPE
057
KA
RIP
3Hr N MAX SLOPE
ALL RIP -RAP //-GLEANW
Eaztm
U �NDERDRAIN
5YSTE M'nON
SURFACE SAND FILTER
NO 5CALE
OPEN 4 81
SIDES INV 3 644.5 30
310,
PLAGE NAG 0350 ON ALL
SLOPES TO STABILIZE
25'
6403
0.25' GLEAN GRAVEL
4'x4' INSIDE
FILTER FABERIG TO BE PLACED 4k4' 1
AROUND 51DE5, TOP AND BOTTOM 15SAND LAYER DIMENSION BOX
OF SAND MEDIA. '> . "` DIMEON BOX STANDARD STEPS a 14' OG
A.
O 0 ZL
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 o Q /
638.15 INV. IN
I
PH Ill I
L 28 LF OF 4' PERF. PVC PIPE HIRAPPED IN FILTER FABRIC
PIPE AT 0.50%. PLACE 1' WASHED STONE AROUND
AROUND PIPE. MIN. 8 3/8' HOLES PER FOOT.
� WKATEE TO BE PROVIDED TO THE w LOTS BY WATER MAINS ONED AND
SIDE UEYEL MAINTAINS BY UNION COUNTY PUBLIC WORKS, NO WATER SUIPPLY HELLS
1 ! SHALL BE LOCATED WITHIN IOO FEET OF SAND FILTER.
Lf • ss _
•2 7"E
N77 �n hlz epl9Eww
NOTE:
THE DRAINAGE AREA MUST
BE STABILIZED BEFORE
FILTEIRATTON CONTROLS AND
FILTER MEDIA ARE INSTALLED
48 LF OF 24' RrP O IA%
STRUCTURE
Ft.%= DID 1OCT11341 OR OW
1. Ms ORAL is TD ONLY BE usm WIRN
WFALL HM A CONIINUOIK RAW OF WI M NW
IIDN PRIOR APPROM of THE Om Da' "Em
1 n AD IR�m f1A10
FALL SAND FILTERS SHALL HAVE A MINIMUM 20
FOOT ACCESS EASEMENT GONNECTING TO A
DEDICATED PUBLIC RIGHT OF YJAY.
2. ALL DRAINAGE AREAS TO A SAND FILTER
FACILITY ARE TO DE STABILIZED PRIOR TO
INSTALLATION OF SAND.
3. GLEAN OUTS IN THE UNDERDRAIN SYSTEM ARE
TO BE PROVIDED EVERY 50' MINIMUM. GLEAN
OUTS SHALL HAVE WATER TIGHT, VANDAL
PROOF GAPS AND EXTEND 6• ABOVE THE
SURFACE
AS
OVTFLOW
BMP INSET TABLE
SAND FILTER
PROJECT NAME:
WYNDMOOR
SEQUENCE ID:
T
DRAINAGE AREA AC
8.80
M.
LAND USE/DEVELOPMENTSINGLE
FAMILY
PERCENT BUA.
24
SAND FILTER TYPE:
SURFACE
SAND FILTER SURFACE AREA
700
MEDIA DEPTH
1:5
185%
TREATMENT EFFECTIVENESS:
TSS REMOVAL
3WWN A -A
A
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