NCC240590_Site Plan or Location Map_20240301

/ CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH LINE BEARING DISTANCE . a i
/ Cl 62.80' 60.00' 59'58'12" N 39'54'32" E 59.97' L1 S 26'56'47" W 48.80' ' ,/� '
i 1 L2 S 43'01'40" W 40.11' ow DA 'Parcel 00017834 L3 S 61'59'00" W 71.24' `_ �� -c)
ID# LS S 84'05'08" W 41.50' , F tot' �•AI IProperty Address: 115 Butterfly Court ' ��60.00'a Setbacks: ` , ,.' is
: - 5,608.5 S.F. (dwelling & covered patio) Setbacks:
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Construction Butterfly Court 2,500.0 S.F. (concrete drive) Side=12.5' ,,,'''� fir.•, , Standish Pt
Sequence 33,305.1 S.F. (Lot Area) Rear=50' from bulkhead ,,,
24.3% Impervious Surface : - Butterfly Court
Description An appropriately scheduled construction sequencewill reduce Boson and sediment
p • `
potential on a construction sites. Construction sequencing should be noted in the 4I NOTE:
StohnwaMr Pollution Prevention Plan.At a minimum,construction sequencing schedules IV
should consider the following: This is a WS—II Watershed and all areas not actively being worked \\��i(ij(jjji(��,, "Lake Auman"
• Principal development activities \\\\\ ,///, r
• wmenmeasures should belos,anedbethreomeractiwniesamsMned / must have ground cover within 7 days. Permanent ground cover must \\\ N CA/� '�/
• Compatibility with the general contract construction schedule �� 0 ��,
be established within 60 days of completion of any phase of work. !�� „Illlll,,,,,,, < % SITE
More details in the use of a construction schedule sequence as a BMP are described in �• 0 osso Esg(O vw��� '� �,,
Table t. \ O ti-e�f L— O C A T O I\I K E T C I—I
Table 1.Scheduling considerations for construction activities QQ' NA! 1
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Construction Activity Schedule Consideration ;:, = —xx — —:II.
REFERENCE:
Construction access,entrance to site, This is the first land-disturbing activity.As soon — = SEAL construction routes,areas designated for as construction begins,stabilize any bare areas
E DEED BOOK 5525, PAGE 409
equipment parking with gravel and temporary vegetation. - _
After the°onetructionsie is accessed,install - L-4149 — DEED BOOK 5449, PAGE 298
Sediment traps and barriers,basin traps, basins.Add more trapsand barriers v,
sediment fences,outlet protection principal 50.0 — -, .�
Inneeded during grading. E. °.,< cd— o PLAT CABINET 1, SLIDE 185—B
sall key practices after installing principal buried propane tank i 'O, ",10 s \
Runoff control diversions,perimeter sediment naps and before land grading.Install Construction Entrance /%. � �yyl ,,,,\``
dikes,water bars,outlet protection addi,ionalrunoffcontrolmeasuresduring , .j. //9„1111110 `�'• MOORE COUNTY REGISTRY
grading. �. L. \P
If necessary,stabilize stream banks as soon as ,/ /74fr ��V \\
Runoff conveyance system,stabilize possible,and'install a principal vino" Limits of Disturbance (16,750 S.F.) '//, rY A. C \\\\ RATIO OF PRECISION= 1/10,000+
stream banks,storm drains,channels, conveyance system with runoff control �/„ \\\\
inlet and outlet protection,slope drains measures.Install the remainder of the systems mark on '. ' ;, Ii(njjjjj(n,
after grading.
) '
Implement ma;drglearing and gracing after power box ACREAGE DETERMINED
Land clearing and grading,site installing principal sediment and key runoff- \ ,
preparation(cuffing,filling,and grading, control measures,and install additional control I B Y COORDINATE METHOD.
drais,sutraps,rougri n'�diversions, nddispealareasasneeded,andmaktrees _ — _ — \` \ •o ' ® I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
and°°ftarareaaforpraaarva"°" / /\,
/� ` SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 5449, PAGE 298 OR OTHER REFERENCE SOURCE NOT INTENDED TO BE PREPARED
5.27' , d� (DB 5525, Pg 409): THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROMINFORMATION FOR RECORDATION IN ACCORDANCE
62 Co prug l,M4equence D IN BOOK PAGE OR OTHER REFERENCE SOURCE (PC 1, Slide 185 B): THAT THE RATIO OF / WITH G. S. 47-30 AS AMENDED.
/ PRECISION OR POSITIONAL ACCURACY IS 1:10,000+, AND THAT THIS MAP MEETS THE REQUIRMENTS I
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OFTHESTANDARDSOFPRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600)."• YUNLESS OTHERWISE DENOTED,
othAJanua , 2024. •=EXISTING IRON STAKE
■=EXISTING CONCRETE MONUMENT
ao N \�D S ❑=SET CONCRETE MONUMENT
Best Management Practices Manual
•�N. `\ S27j o O=SET 1/2" IRON STAKE
able,(°gntin°etlo Constructi n Activity Schedule Consideration �\ •S� 04 141
Surface stabilization,tempoary and Apply temporary orpermanent stablllzing '1 X =CALCULATED POINT
'� i/ F ♦=POWER SERVICE STUB
permanent seeding,mulching, measures rmmediately,o any disturbed areas �,agdtling,riprapwhere work has beeneither completed or i O�, QS=SEWER SERVICE STUB
delayed.Build'mg ennslrnctien,buildings, Durthg construction,install any erosion and yP. e N •�I/ RSA 0=TELEPHONE SERVICE STUB
utilities,pawing needed.sedimentation control measures that are I oto°� / ° :. •A' ®]=HVAC UNITS
Landscaping and final stabilization, This is the last construction phase.Stabilize allIlkii4 A `,\ 8=WATER METER
topsoiling,trees and shrubs, open areas,including borrow and spoil areas, • \
permanent seeding,mulching, and remove and stabilize all temporary control \ \ \ \ :, V=FIRE HYDRANT
sodding,riprap measures. / S3 /
The nature of construction work is such that many activities are subject to delays from Ip� / —GUTTER DOWNSPOUT
Design weather,delivery of materials,project funding,equipment availability,work by \ I \• —
considerations subcontractors,remedial construction repairs,or simply that difficult tasks can be ham \� \ ,/
to estimate.
\� V�` septic tank and pump UTILITY POLE
Erosion and Sediment Controls •uried gutter
The fouowmg erosion control aolivaies provide a detaoed ootlme that applies to the / \ drains i initial phase of most site developments: / \
1. Install a stabilized construction entrance and exit.
2. Rag and mark the project boundaries.Flag the construction buffer zones, I\off . /�\ ` / \O�PINE TREE 10" AND LARGER
sediment Imps or basins,construction storage areas,and equipment travel lanes. / \ / \\ V/ I�°` \ • / \ :! /\
3. Clear a pam forte installation of perimeter erosion and sediment controls. / \ C� �r1I- \
4. Install perimeter erosion and sediment controls.Evaluate effectiveness and adjust \` \0 G / 1\C \ / I\o \
needed. "--..-.1
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3. E.amate any temporary sediment papa or sediment basins.For most amen \ / / :.. =LEYLAND CYPRESS
protect sites,the proposed detention basin will also function as a temporary \ `l \./ �// \ ' / \ / \
sediment basin with slight modifications. _ VVV "`CCC / \ _ • �•� / \
B. Install pane,atrontarea and channel stabilization measures for temporary sediment \ 4 I\0 @,6 H VAC UNITS /
I\,�—
napa or sediment beams.Install slope stabilization measures such as grass and or \ / \ / �". x o \�� \ /\ /—TREE TO REMOVE
rod reinforcement mats. r \( \/
]. Proceed with site grading and construction work.Establish either temporary or I / \ N\I /
permanent vegetation ed an disturbed areas within ee days of completion of NIP" �t
grading at the disturbed area.Provide temporary seeding on temporary soil N. \ / O/ ' •
stockpiles. \ \
3. A system m routine inspections far ergeion and setliment control mroughom the -� '� .F \ O '\ 12.50'
reconstruction phase should be planned.The local Stormwater authority will also (p \ F ,so \ —/ \ /
spond to complaints of erosion or sediment.In addltlon,TDEC may investigate '7
complaints of erosion or sediment anywhere within the Program Area. n /'' `` 1 /•0.4111 \
\ /\\l_�/ \`� 0.76 Acres ��1\ �,\ • /
e.2 cane,raatlan Begaenae s� ® Parcel ID# 00017834 •• O IA/ o
Paga2M4 • \ "` \ \
Allil
z 33,305.1 SF
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Chattanooga.Hamilton County Area water Quality Programs N `• \ t......... .
proposed \��/ \I/ 8.00'
®i —� finis dWelli /\• Minimizzeoreliminatelrconstrruuctionareasadjeenttostreams,wetlands,andstorm N� ` I 517 \\I \ hey/ floorc539 •
O, *ried
drainage features.This shoultl be consistent with stream buffer requirements. Z lOr
• Monitor weather forecast for rainfall.Inform field supervisors and Inspectors to O�1 'Oinspect site conditions.When rainfall is predicted,verily that erosion and sediment 1 �T p Icontrol devices are effective far disturbed areas prior to onset of rain 0 '/ \ \0ins
During dry periods,erosion may be caused by winds and vehicle tracking.Keep the r9 \ a53 /
site stabilized year. und and maintain effective sedimem.napping devices. '� O / \ O I \ /
Ot h e Plan construction project to Incorporate a schedule and flow chart to layout project.
r There are many types of scheduling software that are inexpensive and commonly \ `/ te� -- ri
/\
considerations manacle,or spreadsheets may be used m generate aumeline. �• 0
Work out the sequencing and timetable for the start and completion of each item such / _' OOJ
as site clearing grading,excavation,trenching,pouring foundations,Installing utilities, \
etc.This should be shown by specific construction areas.
Schedule work to minimize the active construction area during predicted times of 50•oOr I
grading Minimize for
esotheactivitiesduringthe rainy season.Schedule major `\0/V
grading operations for times other then winter or spring when practical. •
Incorporate placement and maintenance of erosion control Items and soli stabilization Beat Management Prmtices Manual
Items into the construction schedule,including seeding and planting.Stabilize • \I� \
nactive areas as soon as practical within 14 days of grading activities,Sequence /� /.\\ • //\ / / \ \-existing bulkhead
trenching so the length of open cuts is minimized. Monitor time and manpower closely.Update chart regularly and report progress.If / 7
there e appropriate unks to measure work(such as miles of roadway or pallets4* .I I\o elevation=527.44'
Common TVPe9 or Schedules of bricks),then these units may be used to measure the work axomprished. \ G
•
Planning Evaluation and Review Technique(PERT), 0 • \ 5.00' /
1. List all Individual tasks and events.Arrange and Interconnect the teaks and events References USEPA.Office of Wastewater Management(OWMf.April 09,2007.'National Menu of
•
in order so that no task may be started until all of the preceding events have been Slormweter Bast Management Practices'.See link below. /\ `/ /
mpleted, t1,10.et cos.aovmodes/smimwarsomenuoRmovineex.clm,aeon-tiiowsesetiunm-derassemo-se -J
2. Estimate the time required to complete each task.Compute the critical path by ti �((....�
taking the longest possible time to go from start to finish,accomplishing all Knoxville(City of).October 2007.Knoxville Shxmwater Engineering Division.City of G I �-\ 4)
3. Annary tasks along the way. Knoxville BMP Manual.hitp:/hvww.ci.knowale.tnes/etgineedlrgIbmp_manual/ QjC
alyze ways to Improve the schedule or to troubleshoot possible delays.Slack 12.50' /, .�. 7• \O/ C9
time for any task is defined as the amount of time that the task can be delayed / / II
without becoming part of the critical path.Resource leveling Is defined as shifting
resources from a non.crnmal path into the critical path. \ ' 1\0\ 529
Milestone Chart, \\/ \// \O/ •
my•
1. List all individual tasks and events in the order In which they occur.Identify which V
tasks cannot be started until a previous task or event has been finished.
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2. Estimate the time and manpower required to complete each task. \ %UMW
/ /\ / j\• 528
s.2 Conruotlon equence \��- !—�
Page 3 o,S
uimi_ i__________:
proposed dock (138 S.F.)
buried gutter 73.80' 401\,, ,Dus
drains \ I\ o'
------0---. 5��� o SITE PLAN FOR
50.00' /\ \I, 5�� 6� �� Kenneth A. McNish
/ \.-5 & WIFE
6.2 ConPage,'ol4gae�e Rosemary M c N i s h
Page,'0l4
S 87'09'26" W dock (222 S.F.)
_ _ _ LOT NO. 3121
_ _ _ _ _ — — — — — — _ liteproposed
6\ Longpoint Section, Seven Lakes West
L4 P,��S`L�` MINERAL SPRINGS TWP, MOORE COUNTY,
12.00' L5 existing bulkhead e5tiNORTH CAROLINA
2,691 .9 SF elevation=527.44' d� ><\o<` OCTOBER 5 2023 —*— SCALE 1"=20'
Kenneth A. McNish step down �/ .10
DB 5525 Pg 409 \e MATTHEW A. CALLAHAN SURVEYING
Parcel ID# 00991599 P.O. BOX 938, VASS, N.C.
[phone]
Revised 12-27-23 0 20 40 60
Revised 1-24-24 to show proposed docks = =
Revised 2-15-24