WQ0043818_Hawthorne_at_the_River_Sanitary_Sewer_Outfall_FTSSE_Asbuilts_20241023_20241023

STORM PIPE CHART, Hawthorne at the River(10-YEAR STORM EVENT)
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BENNIE H. JORDAN
GERALDINE JORDAN
D J� / PARCEL #: 153329
� s / D.B. 651, PG. 767
ZONE: B-2
REVOLUTION PROPERTY HOLDINGS
PARCEL #: 153235 ( /`
D.B. 2245, PG. 11 / �� ��/ I I it
P.B. 20 / ` \ J I /r
ZONE:
1- I-2\\,ELDRIDGE L. HODGES
1 \ \ 11 \\ \ BETTY J. HODGES
PARCEL #: 153328
D.B. 458, PG. 172
P.B.25, PG. 103
ZONE: B-2
`-
/
//
II ((� (// (SUSAN M. JACARUSO
/ I I ( JOSEPH R JACARUSO
_ 100 YR FLOOD
r / n l / l I I ( PARCEL #: 153327
D.B 2193, PG. 783
P.B. 25, PG. 103
ZONE: BB-2
50' STREAM -\� �� JAMES T. MARTIN JR.
jrBUFFER 00 F-
/ I 1a I / 1 PARCEL #. 153408
D.B. 2193, PG. 774
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TOWN OF HAW RIVER
PARCEL#:153231
D.B. 1191 PG. 235 f I I ( )J� f
ZONE:,I461
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Pipe
Inlet
Runoff
Sub-
Total
Rainfall
Subarea
Total
Outlet Pipe
Outlet Pipe
Pipe
Minim Provided
Full Flow
Pipe
Head
Head
Provided
Remaining
No.
Pipes
Coeff.
Area
Area
ntensit
Flow
Flow
Theo. Dia.
Diameter
Material
Slope
Cap.
Slope
Cap.
Velocity
Length
Centroid
Req'd
Inlet
Inlet
Ci
Ai
A
110
Qi (cfs)
Qt=Qi+Qp
(Inches)
(Inches)
(ft/ft)
(cfs)
(ft/ft)
(cfs)
(ft/sec)
(feet)
(feet)
(feet)
Depth
Depth
1
-
0.65
5.30
5.30
5.65
19.5
19.5
25.8
24
HDPE
0.50%
16.0
2.00%
31.9
10.2
40.00
1.7
2.7
5.50
2.8
2
-
0.65
16.30
16.30
5.65
59.9
59.9
39.3
36
HDPE
0.50%
47.1
1.03%
67.6
9.6
40.00
3.1
4.6
6.10
1.5
3
-
0.65
0.35
0.35
5.65
1.3
1.3
9.3
15
HDPE
0.50%
4.6
15.04%
25.0
20.4
59.00
0.0
0.7
3.00
2.3
4
-
0.65
0.22
0.22
5.65
0.8
0.8
7.8
15
HDPE
0.50%
4.6
19.64%
28.5
23.3
56.00
0.0
0.6
3.00
2.4
5
-
0.65
0.31
0.31
5.65
1.1
1.1
8.9
15
HDPE
0.50%
4.6
18.75%
27.9
22.8
48.00
0.0
0.7
3.00
2.3
6
-
0.65
0.23
0.23
5.65
0.8
0.8
8.0
15
HDPE
0.50%
4.6
10.00%
20.3
16.6
44.00
0.0
0.6
2.25
1.6
7
-
0.65
0.54
0.54
5.65
2.0
2.0
11.0
15
HDPE
0.50%
4.6
13.54%
23.7
19.4
48.00
0.1
0.7
3.20
2.5
8
-
0.65
0.37
0.37
5.65
1.4
1.4
9.5
15
HDPE
0.50%
4.6
9.09%
19.4
15.9
44.00
0.1
0.7
3.58
2.9
9
-
0.65
0.21
0.21
5.65
0.8
0.8
7.7
15
HDPE
0.50%
4.6
8.75%
19.0
15.6
40.00
0.0
0.6
2.40
1.8
OUTLET PROTECTION, Hawthorne at the River Sewer Outfall
OUTLET DESIGNATION
PIPESIZE(IN)
FULL FLOW
VELOCITY
(FPS)
ZONE
W (FT)
La (FT)
THICKNESS
(IN)
STONE
CLASSIFICATION
P-1
24
10.2
2
6
12
24
CLASS B
P-2
36
9.6
2
9
18
24
CLASS B
P-3
15
20.4
3
4
10
36
CLASS 1
P-4
15
23.3
6
4
12.5
36
CLASS 2
P-5
15
22.8
6
4
12.5
36
CLASS 2
P-6
15
16.6
3
4
10
36
CLASS 1
P-7
15
19.4
3
4
10
36
CLASS 1
P-8
15
15.9
3
4
10
36
CLASS 1
P-9
15
15.6
3
4
10
36
CLASS 1
SANITARY SEWER
OUTFACE AS-BU I LTS
02/02/2024
L I BUILDING LLC
PARCEL #: 152829
-EX. WETLANDS D.B. 2146, PG. 248 \
P.B. 73PG. 313
,E: I-2
100 YR FLOOD I I �/ / ON \
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PB69PG329
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4999 .15s-'/INV
50'STREAM l/-I11
EX. 8" SANITARY
SEWER TO CITY
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APPROX. LOCATION \ ` \�l \�\ ( RIM:509.73' i / / / / l
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EX. FLOODWAY" �\\\ \ �> ` } 1 >� Z _ j f /�<<` \`\ RHENDERSON SCOTT l /
II�/fAMILY LTD. PARTNERSHIPj-rTOWN OF HAW RIVER ASBUILT C
INDICATES INV : 505.50'
PARCEL #: 152826
D.B. 1129, PG. 938
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE \
PROPERTY OF THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER
COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE
WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER.
02022 STOLTZFUS ENGINEERING, INC.
JULIEW.SN100F�
PARCEL #: 152812815 � 100 F
t \ y D.B. 946, PG. 229 °OF
3 �; ZONE:R-18
0 100 F
3
�I
ACCESS ROUTE TO SEWER
OUTFALL ALONG EX. DIRT
ROAD
TEMP. CONSTRUCTION
ENTRANCE
PROP. HAWTHORNE
AT THE RIVER
APARTMENT SITE
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QJ> 9C Ir
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
HAYWOOD ST
o PVT. DR
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VICINITY MAP
1"=1,000'
PARCEL DATA:
PARCEL #:152828, 152816 & 152804
TOTAL AREA: 168.45 AC.±
DEED REF: DB 4251, PG. 726
DB 4217, PG. 601
DB 4124, PG. 180
EXISTING ZONING: R-G & 1-2
EXISTING USE: FARM/VACANT
WATERSHED INFORMATION:
THIS PROPERTY IS NOT LOCATED
IN A WATER SUPPLY WATERSHED.
FLOOD INFORMATION:
A PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD PLAIN
ACCORDING TO NC FRIS MAP # 3710889400K DATED NOVEMBER 17,
2017, PANEL # 8894
EROSION CONTROL NOTES: (ALSO SEE DETAIL SHEETS)
1. PROPOSED DISTURBED AREA: 8.30 AC
2. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
DRAWINGS ARE INTENDED AS A GUIDE. AS GRADING PROGRESSES, MEASURES MAY BE
ADDED OR DELETED BY THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO
CONTROL EROSION AND SEDIMENTATION. IF GRADING CONTRACTOR FEELS THAT
ADDITIONAL MEASURES ARE NEEDED OTHER THAN THOSE INDICATED, GRADING
CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL
OF THE CHANGES.
3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
AND MAINTAINED IN ACCORDANCE WITH THE NCDENR - LAND QUALITY SECTIONS TROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.'
4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES
GROUND COVER REQUIREMENTS AS SHOWN ON DETAIL SHEETS.
5. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEY BY CAROLINA CORNERSTONE
SURVEYING, INC. DATED 02/26/2021
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC.
LEGEND
OWATER
METER BOX (WM)
®
WATER VALVE (WV)
OSTORM
MANHOLE (STMH)
UTILITY POLE
4�t
LIGHT POLE
GROUND LIGHT
GUY WIRE
® YARD INLET (YI)
Gv
GAS VALVE
OHU OVERHEAD POWER LINE
--------�--- GAS LINE
_V0_---y,,.-_ WATER LINE
Ue UNDERGROUND ELECTRICAL
x FENCE LINE
1 WOODSLINE (TYP.)
FIRE HYDRANT (HYD)
OSANITARY SEWER MANHOLE (SSMH)
O CLEAN OUT
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONIC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
CI CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TPED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch=200ft.
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DATE: 02/02/2024
PROJECT NO.: 207-01
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DISTURBED LIMITS �A -� - = /�
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GENERAL NOTES:
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1. PROPERTY TO BE SERVED BY TOWN OF HAW RIVER PUBLIC WATER AND SEWER.
2. ALL CONSTRUCTION TO BE TO TOWN OF HAW RIVER STANDARDS AND SPECIFICATIONS.
fV
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00
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00
APPROX. LOCATION i / //
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3. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
4. AREA DETERMINED BY D.M.D. METHOD.
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6. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR
TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
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INV. IN: 496.86
INV. OUT: 496.66 - _ _
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7. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
(D
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'ROCK OUTLET FOR � � � � /
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_
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- - EX. 2T SEWER ESMT 8. DIP SANITARY SEWER PIPE TO BE CLASS 50 UNLESS OTHERWISE NOTED.
P.B. 64, PG.44
- 9. WHERE TRENCH ROCK IS ENCOUNTERED INSTALL 1' (12") OF STONE ON TOP OF ALL PVC PIPES TO
-
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PROTECT AGAINST DAMAGE FROM TRENCH ROCK BACKFILL.
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-
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10. SDR-35 PVC SEWER TO BE USED FOR DEPTHS BETWEEN 3' & 12'. SDR-26 PVC SEWER TO BE USED
FOR DEPTHS BETWEEN 12' & 18'. DIP SEWER LINE TO BE USED FOR DEPTHS GREATER THAN 181.
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PROJECT NO.: 207-01
REF. NO.:
490
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3 OF 6

GENERAL NOTES:
1. PROPERTY TO BE SERVED BY TOWN OF HAW RIVER PUBLIC WATER AND SEWER.
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AERIAL CROSSING, PLACE TEMP. TIMBER
MAT FOR STREAM CROSSING, NO
DISTURBANCE OF STREAM CHANNEL
GENERAL NOTES:
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END OF PROPOSED
SANITARY SEWER OUTFALL
/
GENERAL NOTES:
1. PROPERTY TO BE SERVED BY TOWN OF HAW RIVER PUBLIC WATER AND SEWER.
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2. ALL CONSTRUCTION TO BE TO TOWN OF HAW RIVER STANDARDS AND
SPECIFICATIONS.
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3. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
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4. AREA DETERMINED BY D.M.D. METHOD.
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5. HIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR
T CONVEYANCE OF PROPERTY.
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6. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY
HE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT TH
RECORDED PRIOR TO T E
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N � M 00 �
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TIME OF INSPECTION
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7. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND
DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
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DISTURBANCE OF STREAM CHANNEL — .�
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8. DIP SANITARY SEWER PIPE TO BE CLASS 50 UNLESS OTHERWISE NOTED.
9. WHERE TRENCH ROCK IS ENCOUNTERED INSTALL 1' (12") OF STONE ON TOP OF
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40 LF
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ALL PVC PIPES TO PROTECT AGAINST DAMAGE FROM TRENCH ROCK BACKFILL.
PVC SEWER TO BE USED FOR DEPTHS BETWEEN 3' & 12'. SDR-26 PVC
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- CONTRACTOR TO INSTALL 15" —� /
15" HDPE JQ�
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EX. SANITARY SEWER
.SDR-35
SEWER TO BE USED FOR DEPTHS BETWEEN 12' & 18'. DIP SEWER LINE TO BE
USED FOR DEPTHS GREATER THAN 18'.
\ DISTURBED LIMITS /
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HDPE IF NECESSARY AND NOTIFY /
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ENGINEER WITH ANY QUESTIONS — /
OR CONCERNS. � � /
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DATE: 02/02/2024
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PROJECT NO.: 207-01
REF. NO.:
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