NCC232841_Site Plan or Location Map_20230920

.. :^•!:,..-',- , . 1 11101.Wit,
: VICINITY M A P-1 • SECTION E:GROUND STAERIZATTON r L E G E N D e y ��+tit
Required
Ground Stabilization neframes t - _
StabEize within this +:- 150'Stream Buffer Disturbance Area Calculations:
Site Area Description many calendar Timefiame variations - Property Line
lilliliP
days after ceasing 4s. Ece
30 ft buffer aund buildings+
(a) tedik dchandC a teslos ". ♦ '-h p (b) guay ter �• �� °} 4r�% Zoes =18,080 sq ft
r �y. (c) Slopes steeper than If slopes are 10'or less in length and are - '" `-'- //i Qa Check Dam Stone Outlet
high, o r 3:1 7 not steeper than 2:1,19 days are :y. ~� • -\ Or' DRIVEWAY:
Ri. a •allowed ....its, y , - `. As •
eq 7daysforslopesgreaterthan50'in � �'`;' t O� UTILITIES Existing
length and with slopes steeper than 9:1 "•F' • I •
-7 days for perimeter dikes wales, ii._, _Y - h = �� �S� Power • Heirloom Builders, Inc.
- ti i�-`_-- 43 1 TOTAL DISTURBANCE= 18,080 sq ft _J 214 Plainfield Church Rd.
7 (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW t
SS P Q Existing ;, r4 ••'--� ••- Water -
Siler City,NC 27344
o -onds tel: [phone]
-10 days for Falls Lake Watershed I Gravel % - r `:;y -, • - Sewer
Hwy 64 -7 days for perimeter dikes,swales, j Drivewa - -
bypass ditches,perimeter slopes and HQW Zones iy;.- - \
N www.heirloombuilders.com
(e) Areas with slopes x-. .z Propane PITTSBORO Flatter than 4:1 14 10 days for Falls Lake Watershed unless �� r,r t `\ p
°II
there is zero slope ��\ ` contour interval=1 ft
Hwy 64 I• ' 1 \ -
Note:After the permanent cessation of construction activities,any areas with temporary y \
ground stabilization shall be converted to permanent ground stabilization as soon as •
F�\ a \;� a �' ! ''tip'.N}r1.•09- •StiA
practicable but in no case longer than 90 calendar days after the last land disturbing M - • -• - ` ,\ \ • ` '
activity.Temporary ground stabilization shall be maintained in a manner to render the d• `
surface stable against accelerated erosion until permanent ground stabilization is achieved. rt "ti•'''• - \ 40 ft Front Setback \ • \\
a
Construction Entrance y' x ar - Transformer
0
GROUND STABILIZATION SPECIFICATION _ ►.
N.
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the - �: -• - \ \ \ \ \ \\
N.T.S. •
techniques in the[able below: \ \ ` \ 1
Temporary Stabilization Permanent Stabilization '�.i \ -y \ \ \\ \\ \\ 11 I 1 'I• 11 •I. t \ ` �F'] �.•' L�•_ 14 -• -l'"
•Temporary grass seed covered with straw or •Permanent grass seed covered w th straw or �i .,�•� \ \ \ \ 1 I I I I I I I
_ other mulches and tackifiers other mulches and tackiflers Silt Fence I • I I I I '
Limits of disturbance18,080 sq ft \ \ ` I I I
•Hydroseeding •Geotextile fabrics such as permanent soil ,♦ -s '. \ I I I I I `I�I 1 i I i -p
„ •Railed erosion control products with or reinforcement matting _. ,♦0.; \ \ • I 1 I I _ I j I -, _ IY N
„' •--.�- without temporary grass seed •Hydroseeding F f \ \ \\ I
ti ,- I 1 III i 1 I I I I i co
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered •� - `� •rr''• ` \ \ \ I I I I I f l / • �N
\\ t'\\ •Plastic sheeting with mulch i-r R • \ \ \ I I I h / / / l / / / li U
�, •Uniform and evenly distributed ground cover i \ \\ I I ' ' �. \
_ P e r _• I 1 I r I l , / / �. _ (t Z
•Structur1alto restrain method suchsas concrete,asphalt or � r,•- \ \• h' \ I I I I 1 1 i I I i / / / / l / l l l•y / / 1ZZ• -
\ �' a ,.s O c0
.� - `-��/ . •eotextile fabric rota ning wan: 'i �.��..'.'' \` \ , ` ' 1 I I i I /-�II , / I I ' Il , Il i ,.. / •. w
""'r •Rolled erosion control products with d Y+ • \ 1 I i IN l / /•' / • y >p O
`� P Brass see L - \ \ \ \` \ 1 / ) 1.. I I I. -.aI t.'/ / , ? y ��, � r
�� ' � �_- New Home(proposed location I i' l i , / -I. /y/• • r_L'r _ `%fir i?r d a
i ^�/ \ \ ,I 1 I I • I 1 , I'i.; 4,-( / / _I•....., tl• x ,- 4 r • t. ..•lKly
V ',,,Existing Home-to be removed 1 I I ' /�
e-�`-' �\_ \ ` - I •i _ 1 I'--1 I 1 11 I , '" P ¢• �' a-�r•,�. ./y W
Future Utility Splice Pedestal -_ _ \ \" `.' 1 _ ll
�# _ '' -
,.� � ♦v V vv v Stone Outlet(typ.of 3) Ili i •� I 1 I i i i i-ti.-. F- • i i,
MIME I
• 1 ....:
___ 102,_1„ \ \\
1 I li I I. - �, I I, 1 :Fs�t.�j•• '" •C' IL 1yI .*Y4 ' _ /�\
Hidden View Drive ravel road •
a \ h I Sewer Line from New House, Drip Septic System +\ ' •1 1 -g 1 q - . •t r/
r{' -. /./ 1 - -\ \\ I \ \ \ \ I I 1 I I 1 I I d • - yw• i .i �s.-:-.
• I `�� \ \ \ \ \ I 1,,,:‘,
I 1 I I 1 II I I 1 1 1 1 1\ 1 1. '` ' ' ' 1.-•�•f .�'.i r_•
a
Existing Well +,I'.,�. 1 _ �� \ \ I \ \ \ I i 1 1 I I I I I I 1 1 1 \ \ '� a 1' . Cif) 0
• t . , i -— --- •\ \ \ 1 1 1 1 I I I I I I 1 \ \ '` \ 1- tl rr\ /i.�-
—_ �,_) \ \ t 1 \ I I I 11 I 1 I 1 1-I 11 I \ 1 \ �\i'. 'k� t
•
%
7.4"
Silt Fence -—_— ,li
\ 1 a . • I
t- _ \ \ \ \ \ \ \ ♦ \ \ Septic Tank \ \ 1 vet-.
Propane Tank \ \ \ \ \ Recirculation Tank \.\ \ \ \ , e S.
i s N• .T.S. U \ EZ Treat POD Filter \ ` \ •a'f•` : %f • O
Existing Power to Studio t _ \ — \ \\ \" \\ \\ \\ \\ \\ \ \\\\ \\\\ Dosing Tank q ' a\ y� ji
l.e- elm,to•. ':9 fir. ,�"r Y•-. '1�— 212 5" ". --' ' \ \ \ \ \ \ \ \ \ \ \ \-'NWT- ( ': • •• (7;•`.: '1. •.\•. I.i -›-.:4 11e 2.4 •
•
- Table 6.10b Seeding mixture r+i \ \ \ \ \ \ \\ \ \ \ \ p - # a •q r _'t ..
A
4- Temporary Seeding Species Rob Ilwaerel _ S• \.' II >I
\♦ '.` \ \ \ ♦ \ \\\\ \ \ \ \\\ \\ \\ \\\\\ \ \ e•"• [ kjf yq ,• j s.YR / '•>� -
oe i��—' Racommendat ons for Garman collet 40 •F-T- \\ \t `- \ ' • \\ \ \ \\ \\\\\\ \ \ \ ♦\\ \\\ C_ I 11T�4,� • �.\\'\ +i[ • w
• Summer -\ - •\ \ • \ \ ♦\ \ 'rC_ �yQ C ' • '
In the Piedmont and Mountains.asmal45lemmed Sudangross may be \-1 ---}♦I \ \ \\ .♦ \♦ \ \\\ \\ \\ \ \\\\\\♦ \ \\\\\\ \ \\ \ \ '..� • .j ♦ ,..\. .Y• 9
.. �� substituted al a rate of 50111/acre. 1 I \ \ ♦ ♦\ \ \ \ \ \\ \ \ ♦ ♦ .s s ♦ \ ♦‘• \ \\\ �
ret.: \ Seeding dates f��yyy'� h• \ \ ♦ ♦♦ ♦ ♦ \ \ \ \ \ ♦ °• ♦ \ ', S .
'. rA. Mountains-May 15 Aug.rS .' S+ .� \\ \ \ \ ♦ \ \♦ •♦ ♦ \ \\ \\ \ \ \\\\ \ \♦\\\\\♦\ \ \ \\ \\ \ '4 t•v i � - •1
Piedmont-May 1-Aug.15 \ \ ♦\ \ \ \ \ \ \ ♦ ♦♦ ♦\ \ \ \ \ iii 'ti w Z
Coastal Pla n-Apr.15 Aug.15 : \ \ \ ♦ ♦ \ \\ \ \ \ \ ♦ ...♦♦ ♦ \ ♦ \ \ \ \ w - \ .
4- <^.u...•,. •
Soli amendments T \\ \\ \\ \\ \ \ \ \\ \ \\ \\ \\ \\‘‘ \♦ \ ♦\♦\\ \\\ \` '' \+. '}/ r i
- - •
•`^'_" Follow recommendations of soil tests or apply 2000 Ib/aor ground \�+1 \ \ \ ♦ '�O \ \\ \ \ \ \ \ \ ♦ ♦♦\ ♦♦ \ \ \ \ I 4 •'(\- 1'
st agricultural limestone and 750lblaore 10-10-sremliser 'i- • \♦\ ♦ • \ \ \ \ \ \ ♦ ♦ • ♦ ♦ ♦ \ \ \\ \ \ {• '.0 J `h1• ,S l
Mulch } \ \ \ \ ♦\ \ \ \ ♦ ♦ ♦\ \ \\\ \\ \ ,tit .y „' • }: '�
r= • Apply 4,000I6lacre straw.Anchor straw by tacking wthasphalt,neding. THE SHED SHOP/STUDIO♦ \ \ \ \ \ \ \ \ \ \ \ \ \ k :- •�
mulch anchoring tool Adisk tutor blades set neatly sins ghl con be •,�: _ \ \ \ \ � \\ \ \ \ \ \ \ \ \ ♦ \ \ \ \\\ 1 ���•• fi a w�.
used ass mulch anchoring toe. +- \ \ \ \ \ \ \ \ ♦\ ♦ \ \ \ \\ '" _J Document Date:
"°" a"`" •"•. . t �'�E�` \ \ \Sewer Line ♦� \ \ \ \ \ \ \ .
•s< w o`"•' - Manbnenaa �+ 9� ,e �'�:3�=. \ \ \ ♦ \ \ \ \\ \ \ `\ \ \\ \`\ \ - _. �+ ',�-' •r�,•/y
August 29,2023
•
Reign trio Hgrowlh is rrol filly ade4uab Reaeea rebrtil¢e and mums \ \ \ from Studio \ \ \ \ \ \\ \\\♦♦ \ \ \ \ - ,v
medately rdlowing erns on«athar damage. !.. \ \ \ \\ \ \\ \ \ \ \ \ \ \ \\\ `•\ \ t`\ a
•
� - = 4. sT' I r \ \ \• \ \ \ \ \ \\\ \ .\+ ji Document Phase:
•
• \ \ \ \ \ \ \ y DESIGN DEVELOPMENT
Table 6.10c Seeding mixture I •
` �- `� `\ ♦ ♦ \ \ \ \ \ \ \\\\\ •;,\ .,re 7F+
Temporary SeedingSpecies Rate gb/aore) �.`' '- \ \ \ \ \ \ \\ \ \ \ ♦ R'- t1P,''tti rev. date remark
P (Cr - - \`�\ \\\\ - �• \ • ♦ \ \ \ \ \ sl Y. t
Recommendations for Fall Rye(grain) 120 \ - \ • \ ♦ \ \ \ \ A. 1 6/5/2023 FOR STRUCTURAL REVIEW
0
fir. �\ \\ - - \ \\ ♦ \ \ \ \ \ \ \ M•ti t..: .' y 7l'
Seeding dates /+!? _� -�- `. - - - ♦♦\ \ \ \ \ \ \\ \ \ \ ..i.yy 2 8/4/2023 Superior Walls Detailing
Mountains-Aug.15 Dec.15 'a • - ♦-, • ♦♦ \ \ \ \ \ \ \ + ' 1 y..7
Silt Fence Stone Outlet Coastal Plain and Piedmont-Aug.15-Dec.30 Y_, \\ • •j ys\
t Soli amendments <r ___- - \\\ \ ;E'. \ •
\K ,�. rs rN
2.1 N.T.S. Follow s01 tests or apply 2,0001b/atre ground agricultural limestone I _---"---- \ \\ �•1. 1 -...,.. ..1.—
A y'� -,,,9+�J ,+r•
and 1,000 Ib/a«e 10-10-10 fertilizer. ' \I'sp \�-. I .4 .s ,a.r• ` ,� '�•tT ••,yl
Mulch , • \ P.
: 1 �' - f. er° , y'_r'J..• - •''.<T'
_�'rrr:;F oulrtr I Apply 40001b/acrestraw.Anchor straw by tanking with asphalt netting, -'- -- —_-_ \\ •�� - `• YI
•
or a mulch anchoring tool.A disk with blades set neatly straight can be • • '.♦ •• •-'Y 6. Wit. r '
,q 9 used as a mulch anchoring tool. • • r w in 41: .,C.
4 •• t, r1.
i E t '4115* Maintenance '}. •
•'' t` N • I Property
P.-_ Repair and refeNllze damaged areas rmmedalely.7optlress with 50 7 ♦ ♦ >t•1+ Y
•- "�` 7.<.'- `t'' Ib/acre of nitrogen'n March. If it r5 necessary to extent temporary •C. -\ 1 ♦ y7iVjp1�: Line
_ cover beyond June 15,overseed with 50 lb/acre Kobe(Piedmont and \ ♦ • f _ '` _d.,
•�'•"a•Om\, - r'�• Coastal Plain)or Korean(Mountains)lespadeza n in February or - '♦ ���1SSSr'{� T
...o.a�` ,... ,.., v. early March. _ _ , r- ♦ f -
°'i'°" pr•^va. r+ 5• __- 10 ft setback from rro.e line '1 \
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` /j La e. s MJ $t.� "� - Site Plan
�° �•��• 11 r - Se.tic field for dri•s stem "�
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1 Site Plan
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ED A2 1 1 inch=30 feet
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in whole or in part is prohibited,unless authorized by Heirloom Builders,Inc.Ownership of the design,plans and specifications is solely with Heirloom Builders,Inc.
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