NCC232695_Site Plan or Location Map_20230908

0,„„,,,,,,, ,,,,....,..,... . N
y n
,O F V
Skimmer Sediment Basin#1(Pond#1( Skimmer Sediment Basin#2(Pond#2) Skimmer Sediment Basin#3 Skimmer Sediment Basin#4 ,, a� ` LnZ
2� cxE
Okay Okay Okay Okay �e :.„,,,,„,
o Ord O 8
7.53 Drainage Area(Acres) &04 Drainage Area(Acres) 0.61 Drainage Arm(Acres) 2.89 Drainage Arm(Acres) _ s,� O
7 Disturbed Area(Acres) &04 Disturbed Area(Acres) 0.61 Disturbed Area(Acres) 2.89 Disturbed Area(Acres) PARCEL# PIN OWNER DB PG PB PG ZONING LUC ti. V Q�OT
2697 Peak Flow from 10-year Stone(cfs) 503 Peak Flow from 10year Storm(cfs) 1.18 Peak Flow from 1Oyear Storm(cfs) 5.57 Peak Flaw from 10ymr Storm(cfs) '' lY i+
127289 7887-58-5347 GLADYS COBLE FAMILY FARM LLC 7493 1713 R-3 1 o vq r9 ill 0 'Z'0/lA
12600 Required Volume R' 5472 Required Volume ft' 1088 Required Volume n' 5202 Required Volume ft'
e765 Required Surface sea n' 19I15 Required Surface Area n' 382 Required Surface Area fl' 1e11 Required Surface Area n' 84046 7887-68-8902 LARRY WILLIAM WHITE 3425 1690 R-3 1 cnR ALNro w c m O N Z
66.2 Suggested Width ft 30.9 Suggested Widths 138 Suggested Width ft 30.1 Suggested Width ft 84041 7887-69-6090 MARVIN L.WOMACK 6496 642 R-3 1 w 0 6`^ N
1324 Suggested Length ft 61,7 Suggested Length ft 27,7 Suggested Length ft 60.2 Suggested Length ft 84040 7887-69-5078 APRIL BANKS-SWANSON 6636 2778 R-3 1 _co j c
63 Trial Top wah at Spiltey Insert ft 63 Thal Top Width at Spillway Invest ft • Trial Top Width at Spillway Invert ft 40 Trial Top Width at Spillway Invert ft 84043 7887-69-4184 JAMES A LIVENGOOD 7121 2250 R-3 1 Jac •
°Oo o AiRiL Ill 2 U on.,J
169 Trial Top Length at Spillway Invert ft 1N Trial Top Length rt Spillway Invert B Trial Top Length at Spillway Insert ft 80 Trial Top Length at Spillway Insert ft 84044 7887-69-3169 DAVID MICHAEL MORRISON 4946 71 62 76 R-3 1 m
Trial Side Slope Ratio Z1 2 Trial Side Slope Ratio Z:1 Trial Side Slope Ratio Z:1 2 Trial Side Slope Ratio Z1
Trial Depth It (2 to 3.5 feet abide grade) 2 Trial Depth ft 2 to 3,5 feet above grade) Trial Depth R (2 to 3.5 feet Mole grade) 2 Trial Depth ft 2 to 3.5 feet above grade) 84026 7887-68-5609 KEELEY REALTY GREENSBORO LLC 7493 1713 LI 4 w • f
ss Bottom Width ft 75 Bottom wiann la Bottom Width ft 32 Bottom Width ft 84038 7887-59-7191 JEFFREY ALLAN KINTUP 4496 1425 76 166 R-3 1 g�� g
160 Bottom Length ft 160 Bottom Length ft 38 Bottom Length ft 72 Bottom Length ft -----'18803 Bottom om Area 12030 Bottom Area fl2 684 Bottom om Area ft2 2304 Bottom A ft' 84107 7888-50-3391 JASON LAKE&MANDY ELAI NE SWOFFORD 4135 260 14 14 R-3 1
19363 Actual Volume ft' Okay 25923 Actual Volume ft' okay 3204 Actual Volume n' Okay 5483 Actual Volume n' Okay 84055 7888-50-7217 HOBERT H&NORA B BURLESON 2717 95 125 150 AP: Vd 0T
10584 Actual Surface Area ftz okay 13944 Actual Surface Area leOkay 1500 Actual Surface Area Re Okay 3200 Actual Surface Area le Okay 84098 7888-50-8448 HOBERT H&NORA B BURLESON 4561 606 14 68 R-3 1 // z z , 1
Ii Trial Weir Length ft 10 Trial weir Length n 10 Trial Weir Length ft 10 Trial Weir Length ft 84047 7888-71-3155 STATE OF NORTH CAROLINA 2662 159 PI 3 //// VICINITY MAP
1 Trial Depth of Flow ft 1 Trial Depth of Flown 1 Trial Depth of Flow ft 1 Trial Depth of Flow ft 84048 7887-79-1354 DEPARTMENT OF TRANSPORTATION 8564 2056 HB 3 / 1"=2000'
33.0 SpplMey Capacity cis Okay 30.0 Spillway Capacity oft Okay 300 Spillway Capacity cfs Okay 30.0 Spillway Capacity cfs Okay
84033 7887-79-0013 DEPARTMENT OF TRANSPORTATION 8514 577 RS-30 1 _ ���/ /
2 Skimmer Size(inches) ` a Skimmer Size(inches) 1,5 Skimmer Size(inches) 1.3 Skimmer Size(inches) 84041 7887-59-5463 DALY MANAGEMENT LLC 8556 2901 R-3 1 / l/
0.167 Head on Skim my(feet) 0.187 Head on Skimmer(feet) 0.125 Head on Skimmer(feet) 0.125 Heed on Skimmer(feet) - /
2.5 Orifice Size(1/4 inch increments) -Orifice Sae(114 inch increments) Orifice Size(114 inch increments) 1.5 Orifice Size(1/4 Inch Increments) 84041 7887-59-9824 DALY MANAGEMENT LLC 8556 2901 R-3 1
2.14 Dewaterirg Tide(days) 3.71 Dew terig lime(days) 2.39 Dewaterpng Time(days) 2.83 Devatering Time(days) I \ \ /
Suggest about 3 days Suggest about 3 days Suggest about 3 days Suggest about 3 days 1 / �,
/
N� � I( )� PARCEL#i 84098 �'� �- \\\ \ ,m \ \� �� ����
PHASE 1 EROSION CONTROL CONSTRUCTION SEQUENCE: �f I j �� \�� \ ��i k\��
I I 1 6 yg'� E%$SMH 061 t•
I. OBTAIN EROSION CONTROL PERMIT FROM CITY OF GREENSBORO(COG)EROSION CONTROL `y / / \ / 2-•� '/ \ RIM 769.32 , \
i" ._o //N / ) / �� :�\ IN 76212 r
DEPARTMENT.ALL PERMITS ARE TO BE CLEARLY POSTED ON SITE AT THE TIME OF l�` /ay/� \p OUT 76202 /
CONSTRUCTION.NOTIFY COG EROSION CONTROL INSPECTOR PRIOR TO DISTURBANCE \ `J��� \ /��jl/ 'E SSMH 701 I �� W "�'m
COMMENCEMENT. \�G r �('/'. IM 72075 / / \ \ �\\ /�� ` rA
TIE TO EX V Ow
''(( // R IN.712A2 EX.STORM
2. NCG01 SUBMITTAL AND CERTIFICATE OF COVERAGE(COG)MUST BE OBTAINED BEFORE ANY J S PAR�L: 055 L. ` OUT 7177 / STRUCTURE / r §2 rc z
( ) ` C / 5 ZONE 1 ZONE-2. / / Q
LAND DISTURBING ACTIVITIES(INCLUDING TIMBERING&DEMOLITION)OCCUR. / ,, /<.' , ve O
30 STREAM FER_` 20'STREAM BUFFE ''/^� o n
3. CLEAR AREAS DESIGNATED FOR INSTALLATION OF PERIMETER EROSION CONTROL -�� \ \ \ vJ w w MEASURES AND TEMPORARY CONSTRUCTION ENTRANCE ONLY. /s ZO''��E 2 ZONE •1
/Y / / \ \\ ffffff���� PARCEL#84047 NI EXISTING 20'
/ // / �/ "� 20'STREAMBUFFER 30'STREAM BUFFER �'k �,j/►. DRAINAGE ESMT.� L. Z 3.g.
4. CLEAR AREAS FOR DOUBLE SET FENCING TO BE INSTALLED ALONG BUFFERS AND AROUND // /\ \ l/ /,ryi/ �\ II 0 \ STRUCTURE 1/ IV \ ) in n O L9 e c2
BASINS ADJACENT TO BUFFERS. -� `� - -. \
�j eo
5. CUT TREES IN LOCATIONS OF INTERIOR EROSION CONTROL MEASURES.CLEAR STUMPS "-- PARCEL#:84,Ot //,.p% n : ` \ 'g2 /n \1 0
FROM AREAS FOR INTERIOR EROSION CONTROL MEASURES.INSTALL SKIMMER BASINS 14. / JJJ�\1/// li�' / I ,Y� �/ • \ \ n°� / 1\ EX.STORM �-
/ 99/ �ITYOF \ ` _/ �a �� _ STRUCTURE Q
6. INSTALL ALL INTERIOR DIVERSION BERMS AND ANY REMAINING SILT FENCING. j/j///' GREENDBORSY 1 ` \ I ` \ \ ^ 5 i--`s- A '3 I 1
/ VARIABLE WI TH / m LAT:36.1657 % J 0
S Z PROPOSED SKIMMER c �� 7/
7. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AND DEVICES AFTER EACH RAIN ♦ LON:-79.7195 J
�/� �� PEKE TLINTI V 1 i LIB
AND FOR THE DURATION OF CONSTRUCTION. \C /U /-%/ ASEMEIJT N R'i ( SEDIMENT BASIN#1 PROPOSED o H, r / ji/ `I'll \ I-
�j//S<-q�/ \ I ` 6 (FUTURE POND#1) �- DISTURBED a i s Lfl / 7
D.B.6891 P0.2512, \ ,. 6 o SPILLWAY:
OFADAM 6B70.00' (TYP)
7J5 ~� 4 Y
8. STABILIZE BY SEEDING ALL AREAS NOT COVERED ABOVE,WITHIN 14 WORKING DAYS AFTER r // / /Da DR 66801 PG 2132 \ I \ DOUBLE SILT / /// ,- '� EX.15"CCP , EX.STORM Z BOTTOM 75800' LIMITS TYP
*• STRUCTURE
WORKING AREA IS LEFT UNDISTURBED FOR 7 DAYS. /, ,y J.,
9. ONCE COMPLETED CALL THE EROSION CONTROL INSPECTOR FOR APPROVAL AND FINAL /iI ///�p � / // / ^\ / FENCE ALONG _\ \ / �k / \ / F 0
INSPECTION. v \ J �. , �ry 6 778
SWALE 1 WITH . / TEMPORARY V
` f r 7- ,�, / 894 LF EXCELSIOR �� / CONSTRUCTION IZ Z
R I // ZONE 2 /�//�'` 1� / 'reF MATTING ♦ ENTRANCE W
1, 20' TREAM BUFFER ,Iv/y it R\,� �` 1t > ; = - _ 4������� (COO STD 436)
STORMWATER MANAGEMENT INFORMATION j / 3 S AM.BUFFE\R\'1 • � �I\ � 1, � \ ./� 5 TEMPORARY / � /. /�
( r/ NE 1 _ • �\\ C'- :...'''''''''''
n�� �� DIVERSION ��� /.'//1, THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X ZONE X AREAS ARE / --�Psz / / BERM(TVP) /
DETERMINED TO BE OUTSIDE THE 0,2%ANNUAL CHANCE FLOODPLAIN)AREA _ \ - // , /�/
37 INDICATED FF THE FLOOD INSURANCE RATE MAP(FIRM)MAP NUMBER I // \ \\ \ ` �`� ,I l •• DRAINAG . A %�♦♦ / // LAB
3710788700J,EFFECTIVE GATE JUNE 18TH,2007. I v \s\; / I \ J//-//" •
/
DOUBLE SILT \\ SLOPE AREA 2:� / �� / w
-� FENCE ALONG \ DRAIN 7.53 �-_
2. BUILT UPON AREA(BUA) '✓ \ \ \\\ \ ' \ \ ) \ 1�
TOTAL AREA 930,079 SF 21.35 ACRES > STREAM(TYP.) ) I\I �, A " ......!,-
:TEMPORARY` ��� // /// C Wag
EXISTING BUA 103 23]BF 2 37 ACRES(11 10%) J F�UREQEVELAAENT 6w PROPOSED SKIMMER Il 1 -- `\
EXISTING BUA TO BE REMOVED: 87,556 5E 2.01 ACRES(940%)) r� ^�ARC�EL#.84041 4? \- v SEDIMENT BASIN#2 I B l / -� ' ` \/ / 'e ,1/1
y�' O Z O
PROPOSED BUILT UPON AREA: 280,091 SF 643 ACRES 30.12% \ _ (FUTURE POND#2) \ `\ _` / //� yyyO SITE DATA
TOTAL BUA'. 295,772 SF 6.79 ACRES(31 80%) / � ,/ \ -� 1 >dx 1 s- BOTTOM',761.00' 4; ' / PARCEL:84035 V J ',C'Z
\ I`) EXISTING PIPE V SPILLWAY:770.50' _ TEMPORARY / c9
3. ALL NECESSARY APPROVALS HAVE BEEN ILL BE OBTAINED FROM NCDEQ // ,` ' TO BE REMOVED ) TOP OF DAM.77200' `�, w , PIN:7887697696
AND U.S.ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE ' \ �� V
DIVERSION\ s6'!����\- '' „,, r / OWNER:GREENSAPARTMENTLLC O z/ PROPOSED SKIMMER \ i `\ I I BERM(TVP) F': O u,AND STREAM CROSSINGIDISTURBANCE WHERE APPLICABLE. - CLEAN WATER \ \^^4cc--- l� \ �sP / / PROPERTYADDRESS:/7174733USHIGHWAY29 NaU U WSEDIMENT BASIN i74 ` • ((\\\/ DIVERSION �\` aF / �: �s� " DB:8643 PG:2677
BOTTOM.751.50'\ \1 BERM(TYP) sn,�` \\`\ \ ` \ 7 l am'\ �Jry 3
4. ENGINEERS CERTIFICATION OFSTORMWATER QUANTITY CONTROL:THE NET \ SPILLWAY',753.50' \ j'� 1,w N� � \\,% .4. 4e 4'�]~ ~ Ire « ',�y \� -� /
INCREASE IN BUILT-UPON AREA IS GREATER THAN 400 SQUARE FEET, TOP OF DAM'755.00' >Sd.\ "4l 04\ $ m •1 �, �fll` \ ` '* .M \\ -__+4•ah ' \ V' \: ' TOTAL SITE AREA:23.82 ACRES
THEREFORE,THIS DEVELOPMENT IS SUBJECT TO 30-12-7.2(B)(7)(b)OF THE _ -7 S m I• I \\\�� �§ E L F M «��� 1 I� a / RIGHT OF WAY DEDICATION:2,47 ACRES
GREENSBORO LAND DEVELOPMENT ORDINANCE. - \ \ 58 ,r" S� � \ '\ `` - \s \ m�� 3 EFFECTIVE SITE AREA 21.35 ACRES
5. ALL PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT / - - m IfD1!I�I� ` \' \ �, / \ \ ¢ / ZONING
SPECIFICATIONS �� 782� SLOPE- S "N.-,,,::„..,
J °' - a\ \ ) J / EXISTING ZONING:CD RM-18 \\
PARCEL/I 84041 -76qDRAIN p- \ v / LAND USE:MULTI-FAMILY/DUPLEX
6. PRIOR TO PUBLIC STORM SEWER INSTALLATION,CONTACT CHAD MANESS AT / FUTURE` \ 4. - ''k� I �:. V J\ DOUBLE SILT \ ,, \ \\ f /
(33IO 37 O PUBLIC
LI SCHEDULE THE ASSIGNMENT,CAN INSPECTOR, DEVELOPMENT '6 F SLOPE s ' y�o \ DEVELOPMENT STANDARDS.
_ _ _ e.. FENCE ALONG 9 (SEE ZONING NOTES FOR SETBACK INFORMATION)
768-- - /// S\.� I DRAIN LOPE _ �1 1\ STREAM(-PEP.)
7, STORM AS-BUILTSSUBMIT REQUIRED FOR ALL NEW PIPE51 N AND LARGER.AFTER /TEMPORARY-�f TEMPORARY-/ S 'I DRAIN \ •- m \ MIN.BUILDING SEPARATION:10'
TRCAPROVALORRECORD
SET OF PLANS TO THE ENGINEERING DIVERSION- --770_ f` . DIVERSION 1,1 Ol-i/ _ \ E COMMUNICATIONS MAX.BUILDING HEIGHT ALLOWABLE:80'
DEPARTMENT FOR RECORD PURPOSES,PLEASE CALL(336)373-2052 WITH BERM(TYP) _ 1 BERMDOUBLE SILT `WETLANDS EASEMENT AREA / MAX.BUILDING HEIGHT PROPOSED:44'
(TYP) '�I FENCE ALONG �.. \ (TVP.) DB 4646 PG 1527 \ Q'
QUESTIONS. =112- n. - --\ 110 j o al' / STREAM TYP. ��`-s 26B 2g6 - \\�y�
L _ ,,,,,,,,,/
I �. / ( ) ,g Et`'" \\ \ \ PARCELi! Qom' TOTAL NO.OF UNITS:192 W
/ 1A� 1147
- `DRAINAGE 118 2jg .� �„Pe \ \._,
4048 \ / DENSITY:192 UNITS/23.82 AC=8.W UNITS/AC ~O
f /1 I ,y o �'� �j/ \ Q-O BUILDING COVERAGE:90,214 SF(8.69%) Z ;
/ PROPOSED yt AREA 4: / %A TEMPORARY ' RCN Q'
SILT FENCE2 6/Iw' -\� 2'89 AC✓/ 1 SWALE 3 DIVERSION / SLOPE \V Z
-. PROPOSED SKIMMER 2 DENSITY REQUIREMENT. O
INSIDE DISTURBED /11 * ^ 16 BERM(TYP) pRAINAGE 1 DRAIN SEDIMENT BASIN#3 / JQ 8,500 SF/DU FOR FIRST 3 DUs THEN 2,420 SF N
LIMITS(TYP) „•. 1 AREA 2- \ +6q` '�, BOTTOM:757.00' ), \ ,Q FOR EVERY ADDITIONAL LOT LJ j
/ 1 / M ry ^ v \ 3.04 AC \ �\ ;\66_ �� SPILLWAY.759.00' ry0'y0 REQUIRED LOT SIZE 8,500 SF*457,380=465.880 SF(10.70 AC) 1J
EROSION CONTROL LEGEND 1 / //a 4 , /� , :e \ \ TOP OF DAM:760.50'\ 5 'N'''
AREA PROVIDED=15,48 AC c
1 \ 5S9SWALE 2 WITH J IS / J `g
-SP�SF-_ SILT FENCE / >� I 782 'S59 LF EXCELSIOR V ' 6��70 \ OPEN SPACE
EL DISTURBED LIMITS \ I f / d t >>& / MATTING \ �� F\ \ / AREA REQUIRED435 SF X 192 UNITS 83,520 SF(1.92 AC)
♦,Y Y ♦ ♦ ♦ - TEMPORARY DIVERSION BERM \ \\I ,-1- / 5� - \> is i 7� 18A$y �\ \'\ \ 1 DRAINAGEN \ \ \ �\ / AREA PROVIDED.538,9975E(12.3]AC) w @3
p p b.b.U. CLEAN WATER DIVERSION BERM t it
I I 1e6 1 \•
0 81 AC ~ / o
(/ go _
DRAINAGE AREA l \ m� L �f'J • PARCEL#: 78B' \\\ \ �I I" \ y / �\ FUTURE '� 9-I BERG REQUIREMENTS
( o // Y •�F II , ' T L. NCDOT R/W / AMENITY AREA1PER 25 UNITS
:AlI ^ \t ,y�r 188 84044 N WIDTH VARIES
/I / / / R /r \ / 0-1 BEDROOM:1.25 PER UNIT O v
/I I / / ` �4� �' ao' �'.1/� /_790 /� \ \ \ .t\I,•> TOTAL AREA: 1 / 1 / Z a©®a®®
DISTURBED AREA: 16.17 ACRES I F �fl fi ✓ 9 `-�/>� \ gp� 13.85 AC \, 3BEDROOM 2,0 PER UNIT
I / / �, N ! - --_ I i>g PARCEL# x �'� PHASE 1 HAS 2 36 UNIT BUILDINGS AND 5-24 UNIT BUILDINGS DRAWN BY:LSM
( / PARCEL I / - 'J4Ay., - ,EXISTING za"RCP -� L J71 x 6 84033 CHECKED BY:BCS
n I ) '84038/ 1 6/ \� j 7� -1 -7- -1) age '� I , IAMENITYBROOM N S:6UNITSUNITS
S 1 PER 25 UNITS 8 SPACES
//) II\ / ( / ,0 \ PARCEL#: ( ¢R $ 7 - --�_- �/ BEDROOM AREA:
10 98 1.25 SPACES PER UNR=120 SPACES DATE:07/05/2023
/ 1 ( I / j • .�- \ 84043 / A ( Wo - 3 BEDROOM UNITS 12 UNIT A SPACES PER UNIT=24 SPACES ••02031.001
\ \�� / 2 BEDROOM UNITS 8a UNITS®1.5 SPACES PER UNIT 128 SPACES PROJECT NO-
i 25X100 PARCEL#: -j A-V'
t _ PROP. 194 CONSTRUCT SST / 84040 \� `1 ..`�? l s 2 REF NO -
C CONSTRUCTION\ 6°14 ` \ �� \ \i / /L TOTAL PARKING SPACES REQUIRED 278 SPACES SCALE 1' 100
( y//[/ /�.% CONCRETE A �O 1 \'
l 1 j ��/ �/ _J WAS HOUT 796 ENTRANCE ��OC,OgTTO\/ \ ./ 786 V / TOTAL PARKING SPACES PROVIDED.2795PACES
// / /``- r '7 (COG STD 436) _y( 4CS s¢6- / `\PARCEL#: ,� , ""'C
BORROW AND/OR WASTE AREA NOTES: / / // 1b ('`' V\ STR��.q�9 I ` 84041 `. --„O.s�.C.4'",
.<ti
-
IFTHESAMEPERSONCONDUCRTHEIANOOSTURBNGACTVTY D ANY / 1 / / / _ J '"�L �- \ - - „�� / SS%'+.i�;
RELATED BORROW OR WASTE ACTIVITY,THE RELATED BORROW OR WASTE / / / 71 r `� \ \ \ \ / / / s.. •O
ACTIVITY SHALL CONSTITUTE PART OF THEIANDDISTURBING ACTIVITY 1r l \�/ ✓�
UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE I t / / / - Zt- /�� I -\�'/ a�.��FL= f E
MINING ACT OF 1971,ORISALINDFILL REGULATED By THE DIVISION OF /PARCEL#:
/ / / / ` 1 �� PARCEL#:
WASTEMANAGEMENT.IF THE LAND-DISTURBING ACTIVITY AND ANY / 127289 / / �( -\ ` j �2 I'le-j
.,,,-
RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BVTHE J / t l . r PARCEL#: '� (..7��� \ //� 84046 J I / �5' � L�4�.�`F'
SAME PERSON,THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING / 1 / / ( ( I / Q 84026 - ' " \ / / TEMPORARY SWALE CHART(2 yr)
�7�. �-=:a Br•
ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE ( FFF t / I'•r
1. `. FLOW .ir<ev C,S,,:,.,,,•,.
SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE c AREA SLOPE LEFT RIGHT ACTUAL TOP VELOCITY BOTTOM `--"."--
OR ,
THROUGH THE MINING ACT. SWALE C CXI DICES/ TYPE LINER N DEPTH T(PSF)
(OC.) NO SLOPE SLOPE (FT) DEPTH(FT) (FT) (FT/SEC) WIDTH
1 4.67 0.35 1.51 7.04 2.00 3:1 3:1 TRI N/A 0.035 0.85 2 5.08 3.27 1.06 0.00 SHEET
NO SOILS ARE TO BE STOCKPILED ON SITE. 100 0 50 100 200 400 2 1.42 0.35 1.51 2.14 4.00 3:1 3:1 TRI N/A 0.035 0.48 2 2.85 3.15 1.19 0.00
- - 3 0.48 0,35 1,51 0.72 2.00 3:1 3:1 TRI N/A 0.035 0,36 2 2,16 1.8S 0,45 0.00
SCALE 1,100'
21OF30/I