SWA000222_As-Built - Calculations_20240730

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ASPHALT / \3A.
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/ / ,rz\ \ SURVEYOR CERTIFICATE
\ I,JAMES G DITENHAFER,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY
/ p \ DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY
/ SUPERVISION; THAT THE SURVEY WAS COMPLETED ON 05/23/2024; THAT THIS
GROUND SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET
FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS
/ 33b \\ PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY
\
saq TO THE ACCURACY OF CLASS AA AND VERTICAL ACCURACY WHEN APPLICABLE TO THE
/ 33..9(ST) � 33:. ST) Jy \ CLASS A STANDARD; THAT CONTOURS SHOWN AS DASHED LINES MAY NOT MEET THE
33a.(eo) ./,,,, . \ 3/ STATED STANDARD; THAT ALL COORDINATES ARE BASED ON NAD 83/2011 AND THAT
ALL ELEVATIONS ARE BASED ON NAVD 88 AS FIELD TIED TO EXISTING CONDITIONS AS
4P / / / 3> SHOWN ON PROVIDED DESIGN DRAWINGS.
/ SDCO (:\ \ J \ WITNESS MY ORIGINAL SIGNATURE,REGISTRATION NUMBER,AND SEAL
\\
/ TOP 337.57 \\ ', \ THIS 26th DAY OF JUNE,2024.
/ / R\ 's \ 336.6(ST) sez MEAN ELEVATIONS OF AS-BUILT s,,""CIA r�ii„
/3 33s.o(cR) \ SAND FILTER LAYERS ,\N O�
343.1 3a32 \ TOP OF#2 WASHED ROUND STONE(UT)=336.59 1-
Q'."���53" '+ '/ + 39(eo) \\\ TOP OF GRAVEL(GR)=335.01 - pfE )O.':yam;
336.6(5T) 333.9(Bo) \ \ BOTTOM OF EXCAVATION BO 334.08 JAMS G DITENHAFER enhafer _ -,4 9�- =
/ ice\ 33s1(ao�\ \ 3» ( ) PROFESSIONAL LAND'D�[fV7Ft rg SEAL
/ ,� \ \ \ L-4811 cn=ames = , L-4811 E
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339.' `�• ,��` \\\\ N 5, gn=James %;9y-',SUcz -FF�.
/ / g , �, N 2 \ Ditenhafer c=US FS ; �,P\o`
• ` ` \\ 336.0(02) \ United States '/ O DITEN�c
p �•```•••```� \ \ 336.7(5 \ ,6g� James 1=US United 11111\\1"\
/ / ��� �`������� A 333.9050) \ States o=Finch&
- . �� °0 36.n9T \ Associates
3346(60) + �� \ Ditenhafer
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33,,(9T) 340.2
/ / M ,,�- • � \\ 33-qao> 333.7(20) 111P L Reason:I am the
/ cUy / n ,�- ,�•- �, 3s.o(6e) \� ►-33a.e author of this
/ �`� \ soco / /- \\
N7RFS ` A A•�,•.-•�� \ \\ TOP=337.86 / /�� 339.E \\ document
\\ 4"PVC Location:
(2 3a2. ``":-• � 339' .• �, 339(80 O , / Date:2024-06-26
,�^ ass ` A.111441, �`. �- ,. - 9(so) 336 `\� 15:50-04:00
/'� y 339.4 • .
342.1 342.3+� / ```_ ,,.=��-=�:, �0`33,(51) .'ll
42.;� \ / / \*. 9.. .74., NOTA /
/ N / 36.5 '' `• _ Z*Z4 \\ 340.9•.`�I� ' 33'/
3422}\ FES ` ' '339.E` \ \ //'�
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/ \\ 3a2.3+\ '=, � \ INV=338.83 `���:'\-� 3 \ / %4 /
�,� \F� +/ 4* ' \\P\ / / NOTES
1. THE PURPOSE OF THIS MAP IS TO SHOW THE POND AS BUILT ON SITE,AS
\ \ / \/\ LOCATED BY THIS OFFICE. ALL OTHER ITEMS SHOWN HEREON WERE TAKEN FROM
/ OUTLET CONTROL STRUCTURE
PROVIDED DESIGN DRAWINGS AND WERE NOT LOCATED AS A PART OF THIS SURVEY.
\�\\ 3 J`2 \ \ TOP OF STRUCTURE=338.64 / THIS MAP DOES NOT CONSTITUTE A BOUNDARY SURVEY AND SHOULD NOT BE USED
/�" \+\ '� INV OUT 24"RCP=334.90 FOR RECORDATION,CONVEYANCE,OR SALES.
/' %' \ a, \ / / INV IN 4"PVC=334.89
tV / \ 2. ELEVATIONS SHOWN HEREON ARE IN U.S.SURVEY FEET(SFT)BASED ON FIELD TIES
/ 3a2:2\ \ / / BOTTOM OF STRUCTURE=333.93 / TO EXISTING CONDITIONS AS SHOWN ON PROVIDED DESIGN DRAWINGS.
TRASH \
ENCLOSURE .0 \ \ \ ,cs / 3. UNDERGROUND UTILITIES AND STRUCTURES SHOWN HEREON MAY HAVE BEEN
.p \ /Ts .y ., LOCATED FROM PAINTED LINES ON THE GROUND PROVIDED BY OTHERS OR WERE
/ ,� \ TAKEN FROM DRAWINGS REFERENCED HEREON. THESE UTILITY LINES AND
/// g+ \1/ 341.0/ / / STRUCTURES MAY NOT HAVE BEEN VISIBLE AT THE TIME OF THE SURVEY,AND
'\ \ 341. \ / f LOCATIONS SHOWN ARE APPROXIMATE ONLY. THERE IS EVIDENCE THAT OTHER
UNDERGROUND UTILITIES MAYT EXIST , THIS SITE,THETLOCATION OC E WHICHS HAVE
// \ \ / p= NOT BEEN DETERMINED AT THIS TIME, AND HAVE NOT BEEN LOCATED AS A PART
•
//♦ \ / / 4,ti OF THIS SURVEY. PRIOR TO ANY CONSTRUCTION ACTIVITY,UNDERGROUND UTILITY
,�h //// / AP JV LOCATIONS SHOULD BE REQUESTED BY CALLING THE NORTH CAROLINA ONE CALL
= CB \/ j 341.1 5^ / y= / CENTER,INC. (811 OR 1-800-632-4949).
TOP=346.14 \ / (�
l'a" \ \ // Sao 9/ o� /'
340.9
-y/ /____ \ 1 FGEND
aim
/ ACBK ACRES
BK COUNTY DEED BOOK
/ EA
EDGE OF OF ASPHALT
3az�/
EIP
EDGE EXISTING IRON PIPE
EMAG EXISTING MAGNETIC NAIL
ERBR EXISTING REBAR
343.---_____-- / FES
INV INVERD END SECTION STE INFORMATION
NTS NOT TO SCALE OWNER:
PIN PARCEL IDENTIFICATION NUMBER CT SPOUT SPRINGS,LLC
saa_ / / PG PAGE (SEE BK 4213 PG 2401-2405)
PVC POLYVINYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE SITE ADDRESS:1517 NC 24-87
SF SQUARE FEET CAMERON NC 28326
sqs�/ / PIN: 9584-88-8752
+123.4 SPOT ELEVATION
\\\\\\ ZONING: COMMERCIAL
3� -- PROPERTY LINE TOTAL AREA: 49,222.80 SF OR 1.13 AC
CB TOP=346.07 / \ �\ RIPRAP
fri
ERBR
DATE REVISION FINCH
Finch0 Associates POND AS-BUILT SURVEY FOR DATE 06/26/2024
= 10'
3010 Anderson Drive,Suite 170 SCALE 1�� = 10�
Raleigh,NC 27609 CT SPOUT SPRINGS, LLC CAD FILE 23107AB-POND
0 10 20 30 T 9191833-1212
DWG. NO. 23107-S01-D
M M M PEIVI@b &ASSOCIATES
F 919I834-3203 ANDERSON CREEK TOWNSHIP - HARNETT COUNTY- NORTH CAROLINA
DRAWN BY SRL
1 INCH= 10 FEET engineering landscape architecture land surveying NCBELS LA.No.P-1845 POPEYE'S SPOUT SPRINGS - SCM
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