NCG550195_SiteMap_20200601

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GRANDFATHER GOLF AND COUNTRY CLUB
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Old Old skeet Home xm XEUnits R.9kN N.m. DIRE Old S.... Hem. R.#&UDIk New sH.et N.me
I WOOD(HU(KOR. 146/AF OUBTOVHT 91 WOOD(NUCKDR. 210/A.B NLUD DR.
V WaOOCHUOKDR. 135/AF OU6NVER VR WOODCHUCKDR. 990/AB ISLAND DR.
4 WOOICHUCKDR. 134/AD LOCH DORME 03 WOODCHUCK DR. 290/A( ISWG DR.
6 WOODCHUCK DR. 110/A.F LOCH DOME 24 WOODCHUCK DR, EI6/A{ ISAD DR.
1 WOODCHUCK DL PIO/AF LOCH DORNU 25 WOODCHUCK DR. 386/A0 ISLAND DR,
B WOODCHUCK DR. 115/AF LAKEVIEW 16 WOODCHUCK OR 154/AF ISLAND OR.
9 WOODCHUCK DR. 141/AP L9(EVIPN RI WOODCHUCK DI 152/AF ISLAND DR.
IU WOODCHUCK DR. 306/AF WOODCHUCK RD, 19 WOODCHU(RON. 149/AB ISLAND DR.
13 WOODCHUCK DR. 143/13 LOCI DORNIE DR. 30 WOODCHUCKOR. 151/AB ISLAND OR
15 WDODCHUCKDR. 111/A( ULAN001. 31 WDDD(HUCKDR. 50/AD WOODCHUCK RD.
16 WOODCHUCKDR. 361/AB ISLAND DR. 39 WOOD(HUCKOR I5V/AB LOCH NUAND
11 WOOD(HUCKOR. 949/AE MUD DR. 33 WODO(NO(KDR. 150/A B LOCH LOIAAND
10 WOOD(NH(KOR, 303/A.0 ISLAND DR. 34 WOODCHDGDR. 111/A B LOCK LOMAND
19 WODUCHUGOR 201/A3 ISLAND DR. 35 WOODCHUCR DR. ILIA B LOCH COULD
20 WOOU(HUCKOR. 195/AB ISLAND DR.

1' `.� �~� - _ .... ,...._...--v^--._�._-_••-� �y', a lam\'\
T aK�L
�7 �s.�roewi
i
�37, 9g

A Overfillto allow End View g
l � for settlement
10' min.
I 9
r�Untreated bldg. paper
3/4-21/2" stone+� Fine gravel +
Filter : , ; .r Sand ::": , ;. Filter'.:' : '.` 'iSand:'•;`..•:: ;;_
r •.;� 3/4-21/2' stone / p
r Fine. gravel +
/Y Grade board
A NO SCALE 30'LB11
NOTES
I. Filter sand should be clean and coarse, with an
Joint covering(bldg. paper,et G"min effective size of o.4 — o°b mm,a uniformity coeffic-
' Tight joints Open joints ient less than 3.0,& a dust content less than 0.5%.
2. Sand should be thoroughly settled by flooding
B" or other means before distribution lines are
31 �
placed t e a final grade.
S 3.Effluent should be chlorinated
•.. _::
Section
g-g 4. End of distribution line to be plugged.
;' 4°V.C, perforated pipe', 4' V. C. 'drain^ii Is
Section A-A (bell and spigot) 18" min.
FILTRATION TRENCH
STANDARD PLAN 'IFn
-Open ja ints •OQgai010(s WATER QUALITY DIVISION
OFFICE OF WATER AND AIR RESOURCES
spigot pipe
4 C. Bell and — - - - 8" N.C. DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
spigot
PREPARED FOR:
Uniform grade- 3'%loo, Uniform'grade-3"/IOO'__
rade-3"/100'__T
(both lines) (bath lines) BY DATEI
SHEET_ OF_

A Overfill to all W End View g
for sei`lement
/ 4=6" \ 10' min.
,9
I
Untreated Wag, paper—��
0 3/4-21/2',' stone H
Fine grovel ��
{
:_ Filter : : Sand :'.' :' i• Filter'.: '. ': ' Sand`':.' : : }';:
3/4- 2/2" Stone --
�` t Fine gravel
Grade board
A NO SCALE -60
- -- -- - ----- - - — NOTES
I. Filter sand should be clean and coarse, with an
Joint covenng(bldg poper etc) 6°min. effective size of o.4 — o.ro mrn,a uniformity coaflc-,
�Lght �omts —Open joints-7 — 1 lont less than 3,0,a a dust content less than 0.5
17
— —
2. Sand should be thoroughly settled by flooding
or other means before distribution lines are
\ _: r .Placed at final Grade.
IfvJl 3.E'fflilcni should be chlorinated
Soct'IOn
I 11 {_3 �
4. E.nd of distribution line to be plugged.
h e _ 4 V C- perforated Pips' V C. drain Me —'�