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A23 208��,`�,� S� �� . ��. '�- �' a • �� �� Y � � � ���� �aa�-a�o asa�ama�aa.�.�.11 1E-1C o aa.71�7Ea. NEMA 4X Simplex Coa}avl Panel 4" X 4" Pressnre ?rea4ed Post � i , Slnped To Shed Water � 12" Sepa,ratica \ Elect�ical Co�u]uit � I . .� . • • ... _ 6" Covax • • ` Acee�s Cova�s• . • • • • + • . . • � . . . � .• : . � . ' � , - •- • -; , • � "• � .? ' � - . � r •' . , - ., ' •' . ' : � . • OP�C Fi71ed With ' `• � Ixdet Fmrn Septic Tatxh ortla�,d Cea�ent Gmut ' g� S'pk°n Hok' ♦ - +1" SCH 40 POC Pipe "� . �� �i ' Cbeck . �i�h Water �alve � AlaYm Lev�el ' � i�" Sepazation) � . . � •••� ii�gk Level- Pump Ox . ` �� � � •• �: � !� rVaparLcek • � ': �D�rdowst 8o]e �. ' 1 inP � •Low Level-P�rmp Off ..-�.-- . � T�x M��� " F�rcel # ,� � � Suhallivision •� � . Ph:��sc Sectioii"Lot # Duct Seal Botk E:►d9 Of The Conauit `. 24" Musianun —i ?haeaded Gate Valvr Zip Co; Ti�s Corcrete Riser �° Separatinn , . •, . �����. _ . ,�..:.---�Port]andCorcrete G:out . - , Mastic . - • :•. • .;�• . , • upply . • � OpeningFilled With � � ; -. Portland Cement Cnout Outlet To Dists�uti�ox 2" SCH40PVC Pipc 7e F7oat Wi:es . � � •r �6att +;•; trR,emovable '.:' F7cat Tzee ' � �� . �. " '�p • - . •�; ' Pxecast Coxcretg Taak 4" Coiurete �'• • ' .•; MateaalStxettgtka3S00PSIj B1ock ' I •� ��'' � � ' � � � � • - } ' - . . � ' , . \ . s. _: .•'. � � . � � � �� l So� ��t.zorr�e T� p�P 1tA=ING � Pwnp Hu Ra t ed 7o De i. ive r � 3 O Gallons P�t Hinute Against �Feet Of Tota. D3►eiamic �1ead (IDN) . ��`�. � I�11�1�.���1� = � � ��°�� � G�� ll ]E�-�.s� ��¢�Jt 1HlC�.�..11��nn Owner: Tax Map: Parcel #: � Date: -—�_ ( Line Ta� Tap (Scfla) Tap �lo� Line I,ength �'i�w !�oot # i)iameter(in) ( na) �;� (ft) 1. � 0 �'o�f o � = � ' �73" 2 � 0�� �'f� 0' o�= Q0� • a? 4� 3 � � ► �D��6o � = t[o` .0 % 4 o S� o � • 0 5 6 7 � � 9 � fl0 ' ��� ft of line x 65 gal. per 100 ft=a3 �� �' ;100 =�gal. 75 %n x� ga1= � ga� g�� dose �� � gal per minute (gpm) =�low �t� �riction �ea ( I,oss: . ft per 100 ft of supply line x'v ��-> a ft of supply. line =100 = ' S� ft o• �ft x 1.2 =�S ft of friction head -. Manifold Size: ��" Force Main 3ize: � " PVC �otal I3ytxamic �ead =^'�ft of E�evation h�ad +� ft�f Pressure head +a� ft of Fric�ion Head = 7 3 TDH ��(��� Pump I2eqni�ement: � � GPM @��• ft of Head« IDrawdowa�: / i S ga1 per dose :�'1�gal ger imch =�_ mch dra�vdown p�r dose 30 G�eae�ral IHe�n �f'or�ation , �_.:.. ... �.� , _ � tiY - �\ ������0 � � � : . ■ � ■ . . , i �. _. ' 1+ 1 �: „ ,.. ■It�)��0��� ' .�-o-o-�-�-o-�-o-�-o-o-.-�-e-�-�.-�-�-<-�-._-.-<-o-�-�-o-o-o-.._, 1�) 1�� 1�) �� ���i*t�����.�.��4��������i������� � .... :... .. ... ._ �►+�a.�*����.�'�����*���i���:����.��.� 1 t 1 I i� : � : a ::: v: , , ' , _.. �..,._ 9�� I �- S --► �NcS�cS''� � �` ���'x • ' ' ' ' - • " Flow er Tap �ue ;Llai¢rial Flow G?y! f.4 ,• Sched 80 �.� �. " Scl�ed 10 i.l ;, °' Sched 80 1 � 1 ; � �ciieri 40 IZ.� � �,� sJ-- I�I�1I�.���T ~� " �c � ���� ]Laaafisosa�ca��m.Cmll' ]E1C.Dci,1L�Eha L SITE PLAN ' Name r/d v !W� Tax Ma # � J g Subdiv'sio P Pazcel#�_ Section/Lot# — � Authorize tate nt Data — SysJem components represent approximate conlours only. Tke conlraclor muslJlag fhe system prior to beginning the insta!lation to lnsure that proper grade fs maintalned. Note: An Accepted system may be used in pface ofa conventional syslem without permi! authorizafion or modification. i' i �, F� , �10/ N g,141'SB�E� �� l� . a `�'.{� v l �� t9 \ � � � �� �` � W/ �G/ +\./G �/� �� vv u ry�b Z� 22 . PROPOSED yE�y �RFJ� IACRES cs� "°�� i .q��j�µYIATER� 2 . \�dlp?\ 420� �pNTOU PROPOSED � • eo�� � /3 ��� g/. h ee,_ iy I P.Q 1S� P• 63 _ _.� 9g� 4� ♦ W \i�� /�Z ``\ �'Q � �' \��` . s _ � � � _ �� ---r--------- -�. /�' ,, �� � �101.86 _'�' � "_"�- ``` V �O' Cid ----1— _ -ar— – – � _ 1 , , C2 N 8T10'48 W �' � �� �yyd�� CLEARWATER LANE \ �oT io , ` ` �` 'CLE�pM�TE E32 50' R/W �, a.a is. P• . ., �.. �__�. ,.. — -- -- -- --- ---- - 15, _ J; \ ,, \ ��----� '•� w�"�i� `�' ` � ``\, � , �� �� �, � ,� . �l �,�. , << , ,� \ `� `� .,� �' � ► I " = lo-o' . . DRAINFIELD � AREA FOR LOT 11 0 ; ►-----_ , —_ � %, � � � ts� _^ rnrwPwLir� `,� ` �SEyENT � ��` � 15' WASTEWATER - f PUMP LINE � � EASEMENT �, .\ /���. "SEE NOTE FOR PUMP LINE CONNECTION" � �' � , , , � , + �-� � ' f i / L1 __---�'' � � J �' _ � / i , � /•, �I � i 'v ',Y'�Y o� � • ,% q5' ' ' �WASTEWATER y i �, /��'' � / �a / ; r � � PUMP L I NE �� � S� � � V �� � EASEMENT ' Se� �'/ � i ► I' � 1 Go / � � � 7n, �;V' � !, � �. _ �, � , , l� ` ► �; ��-- �,c� , , .-� ; -' � . �. i- � � `\ ��.-' %f�; � , . �.g./ �� � � ��C�r v'.' � r i L5 � � ► �►�s LOT 11 DRAINFIELD AREA PUMPLINE TO DRAINFIELD 11 SEE PLAT CABINET 15 PAGE 632 FOR PUMPLINE DATA. REFERENCE IS MADE TO THE RESTRICTIVE COVENANTS RECOROED AT DEED BOOK 698 RAGE 301. WELLS MUST BE 50' MINIMUM SETBACK FROM ANY DRAINFIELD AREA OR SEPTIC PUMPLINE EASEMENT. WELLS MUST BE 10' MINIMUM SETBACK FROM PROPERTY LINES AND 25' MINIMUM SETBACK FROM THE BUILDING FOUNDATION. CONSTRUCTION IN THE PROPOSED BUILDING AREAS MUST MEET ALL PERSON COUNTY SETBACK REQUIREMENTS. � �l�r� �i ►�-� �t� � 1►�y �e� � l j � S�ll� �- �S-� b b�.Q- " ,� �tP � � Op �� � ` � � - � � �� I � . � � ,�.� �Y'e � • '� G��1ieg s�6w� o� hn�� 5�� s c�-� ��� �-��e�°P w�� s� b e��li-� W � �� c l-e� � � (�Y�. �. �� Ka �✓�r4 S� I�e l o'�� � e���� . �i��e. "��o� P�L � lS ` �IaS2�-���� R� �a � ,��,� �a ( �aK-e l�v� (. 8