NCC243535_Site Plan or Location Map_20241115

ae SITE SURVEY FOR Impervious Data LEGEND ®,sass-aosa no PC Reserved
°f Erik Neudecker FINAL DD�'a ti n O�
&WIFE Residence 4662 54.Ft.iN �li HVAG Unit
• alk 84 54.Ft. !>l
Barbara Nuedecker Conc.Driveway 2140 5c1.Ft.
SITE LOT NO.3190 C ) LI
Total Impervious 6,886 54.Ft.
Seven Lakes West-Northwood Scetion pane Buried Pro Tank
MINERAL SPRINGS TWP,MOORE COUNTY, Lot Contains 2T,"185 Sq.Ft. P I I
.,a NORTH CAROLINA Impervious Area = 24.18%of Lot / Concrete
DECEMBER 14,2023*-SCALE 1"=10' // Driveway dwelling _
MATTHEW A.CALLAHAN SURVEYINGedge
existing of pavement
P.O.BOX s38,VASS,-2980 N.C. Ma ga Stone walk ( D � ID
LOCATION SKETCH 5iIt Fence .18. —
REFERENCE: Area
1 \/ :DESIGN
. ES GN
DEED BOOK 6059,PAGE 262 �
MOORE COUNTY REGISTRY
RATIO OF PRECISION=1/10,000+ Final Grade /\
ACREAGE DETERMINED �^^�
BY COORDINATE METHOD. / y i '
NOT INTENDED TO BE PREPARED Construction Entry , 4` '4•a. / 541' 542' 543' 544' 1 Z.50' I� C n
FOR RECORDATION IN ACCORDANCE 4 cu_ G//L�,
WITH G.S.4,30 AS AMENDED. 53q 540 /// for C
UNLESS OTHERWISE DENOTED, / \ -
lifii
=EXISTING I/2"IRON STAKE �/ / � Y /\ � "-�'�� '�S
=EXISTING CONCRETE MONUMENT 53T / It Fend \ /1 \ c71
=SET CONCRETE MONUMENT _— 5• j36' / ��- \ \ \O /\
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G-Mail:David®davidnichols.design
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SET ill"IRON STAKE -i 554' ' David A.Nichols ^
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x SPRINKCALCULLTED ER
HEAD
PO111111 INT ` BlArled rOpa a Tank 115 Lazar Ln. 9
=POWER SERVICE STUB bulkhead 53' `_-� _ Anderson Nichols Design=SPRINKLER HEAD _
=TELEPHONE SERVICE STUB -__ - I u
=CABLE TV SERVICE STUB --"---- �� -I Fence - 1 I I Southern Pines,
/
=WATER METER 1 - - - -- 1 I \ \ 0 ) NC 2838"1 "
=FIRE HYDRANT Zg.74' Diversion Berm11111ei4-00 lig II 1 I I /\\ O 910-215-9901 _ a
=SANITARY SEWER MANHOLE I I I i /"l N o/ /1 Andereon Nichols Design
rw a�n'eme
=UTILITY POLE VC \ _ \ convected from this plan.If is me m
EIP=EXISITNG 1'IRON PIPE / 1 , II— I11 /,"\ A /\ `CD r1Glo:age etlar.a beger or inning perform
EPK=EXISITNG PK NAIL Iros-0000006
..._� I A `_ folmenslons priorro9 awl with e
NPK=NEW PK NAIL / - A co to proceeding r Ion °8.
��=PINE TREE 10'AND LARGER I I T. rl'I yllocairaism.lso e.an.wcma''Bt%a II
•=LARGE HARDWOOD TREE /
I i Ch CO al Plans lnaparacocorporate actual ocations only;engineering
n
CO asp.cds acfuzl.n.
W cammn must bae.erc,:i.6=a -
JI �l
_ (J1 cM1an tesin .lan.onl u or ctural Engineer
veer -
Parcel w 2 0 _ I \/ 9 g 6 Dp 000 898
135
Setbacen's Circle / II I /\ ^t / = noultl ammpf mod cat one�as.a.ngm:�w Q
seloaoxs: RESIDENCE - mia'p:�el:m;'�w w�:::rea 1n al°.ai'n°.;:
Franc--su• / FINISHED FIRST FLOOR _ .a«a^•^° / I rn I °\ �� "copra 6n.a..maa..
sae,zs ELEVATION-544'-O' �"44�^"'+' s4z' a Disturbed Area=14,510 54.Ft. tl.a.,• ..r .rar.an =ce
.::.
Rears,'s 4662 5A Ft.Impar _ .�i�`gr / ® J i g 1 55 I a,�.e
ke Gol Course=60' , -Y I- �'II r.Tx4'" / // �t" a f d W
// "'��i%i i I Silt Fence / ' 1 mc.a "pK,a
/\ • �' r 4.
=�� \ 542' o/ j /r/i ////:% 51 /\ ` --`���� o ,„this pmject except g m.nrwith
�� ■js �, /// ° /%r/// /' / i V silt enoe �� �Z_1iZ�� /' �/� / �' a
v er n Berm �'�4�.��jt���jt�I�, ���// / / / // \ 543' seas''I��tr r�cLon� /�//�// /� // /. / ! p 3
/ n Ptone k: �/� °///i � ti��� �i /
I'� Wa h i / / ncre e i `s �. i /� �I �� /�/ i /� /�j u
s. kii �p 1f 84 Ft.y %/ �i / /driveway / / 4`�/ / �jiii. �� a s m a
/ 2140 5 Ft. i / // w
io _ ,
Lake Auman I� :�.. /� ,/ , / / /, , / %�
traC I°n
/ 9 i / / //�/ / / / e i / Lry ilti Fence 4' $o
Elev=525.21'(normal pool) Elev=527.30' ( J \ /��!i � /��/ ��/�®a i�`� �n �V z _
5il enoe \ / �� ��� � ��� o
-0, w ,t, I
/ /� /r, i 1151 IEIP o o s
,'er
/ Diversion Berm OS
N \:,
'' V. //// I I 411100
- mZ T Z `m\ / -5411— / /// a'0 O i � / $'m m01
/ bulkhead /\ � '® / / 1, 1 _ € a s
�/ a,9 • -01
\ �verslon Ber, E
2,1
r� / i
tS�i .�_""` s3 3s' �� 12.50' \ it Fence cord..mN^ee. .re.NNrm.pP anm,
�/ 27,785.4SF d :.:1- - S ,s�'�s6. \ aam
_ Construction sa^ra«^nea�abeam;s,wetlands.endstor' E
2/ 0.64 Acres `�". ) / sa�' sequence °'...meats.
w N =
.Nee
features
epetltlts
/ mmap a" u e
Ainspectors
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/ ��I� �/ - Dome ary pmo b°reki e°naecum.e ma'memamwng 'M1e L J Z Y N -
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/ I di . i� 53>' oasera1gp Mapwopmm� mum,°on.wal aen<.ne=enea^e. ,�I�ral ons..,fm.sap,..mnm'mea,P"Nee w Z N N N Q U
/ surd°mwP " 1ne"reere°menv N -6 S M
8'maz standard strength fabr<with were fence am.a mmm J d N
/ / _- - 37 6 max extra strength fabric without wire fence �� naa• Pmts.!development acl.bes p > O Ill—
it
•
asures should be installed before„ler actIvItles are
/ QZ e� t� u
/ /\ / 533'/ / 36' 283' a ornwlpM ,®.m.am.wn^n m.aam..P ea•a.aeuP a,.e.aanma,n ar.e eaccereeoum.bmeeame.m.n wpwor°prrg men Pawral. ..eo.
/ / / , ^ Ste I U O n
5 �n g .ae„" er darn ac6v16es
53 gQ�� post nwaman AaMN sag am:e,a.sp�.na U
534' 1 a`
Silt enoeJ S Pmsticar w• ^�rd Nng . ap a^ts.e
/ wreTes 555n . e
i' ,/,, .9u pm.m panng k'
oeamamf...'......ba wema °" annpue(P[arr: .aver n
/ akea welvben m ps � der so that no bek may be pa.um.a dinapreceding events have been `
e ire 18-24" °Runoff control diversions Mel. m ent baar° ding lnSallN
f ne P m®,a,.e anrg by
naralawa nae cots'°. ySelad
N ground �'a e°m^�°"� ck
/ h - / nerana auo om. apP. = g•.r.m. r®a.R.a�,,,.na.aaa.l celn rdn m.� levellnog den.as anm ng
Implement
.,..0•A
Milestone Chat
ealce.una�°vam°43.a'nd a°n"a' ,�pam:aur°n'and�rali Wartime!"ymN z Estimate me brae ants manpower.9u..aeeomptstse.cbmek
B"dawn d 4" measures g+apa cenmnues.Obe.mna.• menuyw,Im
forward al ng roughen.
` and disposalalasfor preservation m.nrm.. O _
\° 24• h rench Filter7.
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1 a/` p.g.r Na m areas roa.ane 8z ill
/ \ fbric N13 OO N!Z/ delayed/ pumphouse I anag ,.nPo �
fence Releranaea
6"PVC pipe ten cross-section ePAoave p.na o Y Y m m C
View una,®. - m. II- spm.aar.r aa,l panq.,,,.rd p,aara.,. Z m H J d Q > o
/ rdwts n I J O `e
/� \\\'�9 Filter ng _ It a•°`"ema rae amm/ Iw renm ae emm p C m „-. E n
at1P' Steel fabric Bnckfill trench Natural _ rnarmanvaawb.e a.a+<leaamaam "°""° "'°'"'a'"'""`a gn ane naa cop menae O 3 N
/ 9 post andeompaet 9 Daslaa amamelmna„11......:.V,."ee°aimynm be nerd fl3 >„e 18. a) '-O O °
ti�O thoroughly round cgnslaerauans m,abm,�, ^mce pv r cu c M co• co(q C.§' N
EPK in bulkhead e4 a utseauplm m pNl..m a z C F
II
6.68 1 .• • radonentrance.ae.a
„eject Pounded.Flag a so nmucten buffer zones. J
mio. T p�p
lanes
he Instellailan
ter erosion and
controls
bulkhead 24 8' pelanana� .abbots Evaluate effectiveness a. Ian 6 K
•
.555,n 553in„II also
rn as a
66 Install needed
•adI`Welstr imps er sediment basins alalnepests„,Il nm.aaNa for aatmpora..en '�'�..�"`'•.,� a 1.
ammdor f�t*04.DESIGN�C .S. ,••=10'_�„ _
ch es
ss sod
rririo
7 proceed
site grading and construclbon work Establish„her temporary or
0 I 20 40 60 turf reiriforcement mats
i Permanent .dawm.a ar.a.pram.r.Porary e..a g°te Porcarry wu � `FF��' � SM1eer No. 1
„ockpiee
vegetation
m ;K•'COPYRIGHT PROTECTION*7. G- I •2
k.
Figure 6.62e Installation detail of a sediment fence. � .$' of
6.62.5
a.p.ztla *eey�a.A+OF NA*. 1