20120118 Ver 1_More Info Received_20120323

FEIFlaming Enginearing, l nc.
J
Consulting Engineers G Land Suruegars
TRANSMITTAL MEMO MA:1onai --NR are 03/21/2012
2012
To Sue Homewood Wsaiem Subject Triad Baptist Church, Kernersville, NC
NCDENR Regional Office ROffice Watershed P lan
585 Waughtown Street
Winston Salem, NC 27107
[phone]
From Aden Stoltzfus PE
Attached are two (2) copies of the preliminary watershed plan for Triad Baptist Please call me at
[phone] or by a mail at astoltzfusgflemingengineering com with any questions Thanks
r
'J 'I
MAR 2 3 2012
DENR t�VA7 Ere WA
r
P 0 BOX B714 Greensboro NC 27419 Phone (336) BS2 9791 Fax (336) BS2 9166

PARCEL DATA:
TOTAL AREA: 32.655 AC
AGE15 FAMILY (UNDER CONTRACT)
PIN: 6875 -59 -31 18
ADDRESS: 1306 MASTEN DRIVE
DEED REF: D.B. 1963, PG. 2428
PLAT REF: P.B. 3G, PG. 195
P.B. 41 , PG. G I
TOTAL AREA: 5.89 ACRES
EX. ZONING: IF
SANCTUARY PARCEL
PARCEL PIN #: G875 -49 -8103
ADDRESS: 1 175 SOUTH MAIN STREET
D.B. 1479 PG. 241
P.B. 44 PG 31
TOTAL AREA: 9.02 ACRES
EX. ZONING: IF
WEST BALLFIELD PARCEL
PARCEL PIN #: G875 -48 -0438
ADDRESS: 1456 WHICKER ROAD
D.B. 2548 PG. 2076
P.B. 47 PG. 18G
TOTAL AREA: 17.745 ACRES (LOT 2)
EX. ZONING: PARTIAL R5-20 � PARTIAL IF-5 (TWO- PHASE)
ZONING
EXISTING ZONING: VARIES SEE PARCEL DATA
TYPE OF REVIEW REQUESTED: SITE PLAN
EX15TING POND # I
POND DA: 5.52 AC. Ok70' SIGHT EASEMENT
P.B. 44 PG. 31
20' PUBUC UTILITY
SIDEWALK EASEMENT \
P.B. 44 PG. 31
OFF STREET PARKING EXISTING OFF STREET PARKING PROPOSED
E (STING USE(S): CHURCH � 5CHOOL EXISTING /PROPOSED U5E(5): CHURCH * SCHOOL
PARKING CALCULATION: I 5PACE /4 SEATS PROPOSED NEW SPACES: 493 SPACES
REQUIRED PARKING: 77G SEATS (I 875EAT) SPACES: 194 EXISTING SPACES TO REMAIN: I GO SPACES
En`ISTING SPACES: 441 SPACES (INCLUDES 13 HANDICAP SPACES) TOTAL PARKING SPACES PROVIDED: G53 SPACES
50U T H MAIN 5TREET / HIGHWAY 150
(PUBLIC R/W VARIES)
N6 6 °14.26 -E
40'ACGESS
.•j EASEMENT
i rI
-922- - -922- - - ' 1 1 d DRAINAGE
WATERSt1ED DATA AND BUILT -UPON AREA CALCULATIONS: E
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-922- _ _ ` �- '
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EASEMENT
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SALEM LAKE WATERSHED (W5111) ,
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IMPERVIOUS AREA RESTRICTIONS
LOW DENSITY OPTION: 24% BUA \
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STREAM BUFFER REQUIRED: 30' LIMITED ACTIVITY VEGETATIVE BUFFER FROM TOP OF BANK
BUA
o P 1 \0 P05 E D
STREAM BUFFERS REQUIRED: 100' EACH SIDE OF STREAM CONSISTING OF 30' LIMITED ACTIVITY VEGETATIVE BUFFER FROM T.C1P OF BANK WITH `i 1 O -- �v I 9v 0 1 j z ` /
ADDITIONAL 70'0f VEGETATIVE BUFFER. ENGINEERED STORM WATER CONTROL DEVICE REQUIRED FOR HIGH DENSITY OPTION ) , CL/ w
pL j j -- L _
I X� f= 1� I - ' - I - J _ POND # 2 DA: 7.47 AC.
TOTAL SITE AREA= 32.G55 AC. Q 1 LIJv C :
\ -� \\ 1 f I 1 ! I ,l Uj� GOLDEN TOUCH REALTY of KERNERSVILLE, LLC.
+0.505 AC. (1 /2 OF RM1 DEDICATED FROM P.B. 41 PG. 188) �I f - - - - -� t i I I ;/ i `� BLOCK 5351 U LOT 2
; : DB 2107 PG 774 P13 40 PG G I
+ 1.073 AC. (AREA IN RM/ DEDICATED FROM P.B. 41 PG. 169) I �� 0� / % '
rf ° ZONING: H15-5 TOTAL AREA FOR CALCULATIONS= 34.233 AC. I �.,� -
/
IMP. SURFACE = +/- 10.43 AC. (EXISTING AND PROPOSED) KERNERSVILLE INVESroRS I, uc
BLOCK GRANDFATHERED = G4,3G5 SF (1.478 AC.) PRE 1 993 DEVELOPED AREA ) + I t - -�yz ( ® r " % I I DB 2097 PG 4373 PB 40 PG G I
NET IMPERVIOUS SURFACE = 8.952 AC. ° j (i ! i -- �i ZONING: HD -S
NET TOTAL AREA FOR CALCULATIONS = 34.233 AC.- 1.478 AC. =32.755 AC. !! } n. I - -r--
I
VICINITY MAP
! - 2000
PERCENT IMF. =6.952 AC./32.755 AC.' 100 = 27.33 % (HIGH DENSITY AT BUILD -OUT)
AEGI5 FAMILY HEALTH CENTER
POND # I (EXISTING POND) DATA AFTER BUILD -OUT /; 1 - J- i� ;
TOTAL DRAINAGE AREA: 5.52 AC K
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1
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1 �2
92
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TOTAL IMPERVIOUS AREA: 5.20 AC � � � I 1 I OVERHANG I
PERCENT IMPERVIOUS: 94.20% -
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POND # 2 PROPOSED POND DATA AFTER BUILD -OUT
TOTAL DRAINAGE AREA: 7.47 AC f i I 1 ! FFE = 920.77 ° c
fl � E
TOTAL IMPERVIOUS AREA: 5.23 AC
SOUTHERN COMMUN I TY BANK AND T ST SOUTHERN OMv J \
TTY BANK A ND TRUST PERCENT IMPERVIOUS: 70.01 %
> mD
U..
BLOCK 535 1 W LOT 001 BLOCK 5351 W LOT 001
DB 2139 PG 909 DB 29 PG 909
PB 41 PG 188 PB 4 ?G 188
DUKE ENERGY CORPORATION � ZONING: 1-113 -5 ZONNG: H13 -5 0-i
'
BLOCK 535 1 U LOT 13G I 411 '� I IXI5TING
D.B. 1 128 PG. 181 I ? I -- .:I SANCTUARY ' ;�' ly, �• i- $
ZONING: RS -12 '� -�I
_ SEWER fr
20' SANITARY 25' PRMANE
SLOPE EA5EMENi
EASEMENT I FFE= 917.P.B. 41 G. 189
30- TEMPORARY 79I
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N70109'43 CONST. EASEMENT 9
349,97 �O�y P.B. 4 LPG. 189 - - � i I i : f f ; r•, {
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F. B. 41 PG. 189 I I
EXISTING POND # I D.13: 1820PG. 3124
POND DA: 5.52 AC. EX. RIGHT OF WAY FOR
NOTE: DRAINAGE AREA TO POND HAS NOT PROPOSEDWHICKER ROAD
\ ! 00' RIGHT OF WAY
BEEN INCREASED FROM PRIOR CIVIL DESIGN k \
PLANS / f� \
PROP IMP. AREA = +/- 5.20 AC,
PERCENT IMP. = 94.20% �° \ a
SA/DA REQ. =3.74 AT 3' DEPTH -
SURFACE AREA REQ. =8993 SF BONNERST7O -57-44 HEIRS
PIN: 6875 - 56.4408
D.B. 2366, PG. 4404
AS -BUILT SURVEY TO BE CONDUCTED TO ZONED: 8520
DETERMINE EXISTING SURFACE AREA AND
POND /PIPE DATA.
POND SURFACE AREA TO BE MODIFIED AS
REQUIRED TO TREAT ADDITIONAL IMPEKVIOUS
AREA
r .,> EX. WET DETENTION BLOCK 5351 R LOT 3B
POND DB B 3G PG PG 95 8
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v 4 EASEMENT PROPOSED TRACT FOR
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:.:- 'x =•' URDING -r RNSIO,;; s'lt - _ .. -. - O : r _..__
ACCE55 EX. IN: 897.60 (30)
EASEMENT PROP. OUT: 896.60 `97
2r P.B. 44 PG. 31 20' °E 565.84' (TOTAL
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j .z• 'a •' 1-:E s" re''l' ��` / - ! It ' 1i t 74.2a�' 08.-
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PIPE 90
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PROP. OLIT: / STORAGE/ � S,
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DISTURBANCE
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DISTURBANCE
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FROM TOP Of BANK I / ' �� 890 -• f(
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FILTER srK P 20.98'
I1AW(HORNE MIDWAY MADISON PLACE, LLC
PIN: 6875 -58 -3I I
D.B. 3017, PG. 3410
P.B. 4 1, PG. 79
ZONED: PM 18 -5
NOTE5:
TH15 MAP DOES NOT MEET G.5. 47 -30 AND 15 NOT FOR RECORDING.
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POND DA: 7.47 AC.
PKCP IMP. AREA = +/- 5.23 AC,
PERCENT IMP. = 70 %
SA/DA REQ. = 2.40 AT 4' DEPTH
5UR ACE AREA REQ. =7,809 SF
SUF.:ACE AREA SHOWN = I I ,G80 SF
TEM1". WATER QUALITY KEQ'D= 18,442 CF
TEMP. WATER QUALITY 5HOWN= 20,249 CF
THIS PROPERTY 15 SUBJECT TO ANY EA5EMENT5, AGKEEMENT5, OR KIGHT5 -OF -WAY OF RECORD PKIOK
TO THE DATE OF TH15 MAP AND WHICH WERE NOT V151BLE AT THE TIME OF IN5PECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
FIELD TOPO PERFORMED BY FLEMING ENGINEERING, INC. NO 5UB5URFACE INVESTIGATION PERFORMED
BY FLEMING ENGINEERING, INC. EC5, LTD. CONDUCTED 501L BORINGS AND WETLAND DELINEATION FOR
PARCEL ADDRE55 1306 MASTEN DRIVE.
A PORTION OF THE PROPERTY 15 LOCATED IN A FEMA KEGULATED FLOOD PLAIN, REFERENCE FEMA FIRM
MAP 371 OG87500J, EFFECTIVE DATE JANUAKY 2, 2009.
LEGEND
DB DEED BOOK
® 5TCI?,M MANHOLE (5TMH) PB PLAT BOOK
PG PAGE
ffl,CE LINE R/W RIGHT -OP -WAY
E/P EDGE OF PAVEMENT
El PRCPO5ED BUILDING E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
a DI DROP INLET
GRAVEL CI CURB INLET
PEE FINISH FLOOR ELEVATION
135MT 8A5EMENT
aCONCRETE TEED TELEPHONE PEDESTAL
n THH TELEPHONE HAND HOLD
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