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A24 207racr�v� �� ���.�� IPI��.���� `_ -` �= � � �.T�T�IC'�Y ��/I. La�- � o lE:�-9-;�� ����.11 ]HI�,�.JL.E�. Owner: / n'e ��P�"✓'e Tax Map: Z Parcel #: � Date: 7 Z S'��S ��ne B'ap Tap (Sc�a) Tap �'lo� Line L�ng�a �odv I��ot # i�iameter(�) ( m) � ;. (ft) � 2 0 2l �fo k 39 70� .(0 2 � z �! � '1• 3�' �-4d o' .ta 3 ' Z � �.I �(o' �- 30' �� � lc� 4 t Z �i0 '1-) o' .l 5 �� �1t (�0 .11 6 7 8 Z 1/��- a 9 � 10 � 3 O ft of line x 65 gal. per 100 ft= 2 � y y� �' ; 100 = 215 gal 75% x'L� ga1= I Co � gal per dose 3� gal per minute (gpm) = k'low Rate I+'riction �ead � I,oss: `� � ft per 100 ft of supply line x�' � l�0 0 ft of supply. line =100 =�ft �ft x 1.2 = (� ft of friction head � Pu�p 1���- (��'��, q��. Manifold Siae: �" Force Main �ize: 3 " PVC �otal Dynamic �$ead =�ft of Elevation head +'Z ft of Pressure head + � � ft of Friction Head = �TDH � � i�,,. Pump flZequireanent: _� GPM @ � 3� ft of Head Dra�down: �_gal per dose :�'1 gal per inch =_�_ inch dra.wdown per dose 3� C�nnea�l I9esig� �for�ation �� :.. ..t .. sa�a ao rvcT�n �wn �� _. � r�w . � Pi.r1Nv�W ' i– bm � Ee�canv.�� �C4m�h� ]wi/me�am 9�� I ' s � — � - .� I � �[(�)1�Om00 iiiiiiiiii�iii�ii�i*iiiiiiiiii� �►*���•`.i����a iN��i�����*i+i��i� . a ; yc l�Yanifoid Siz� 1 � Taps u%ld Max No. Taps off one � (atednce b �/� ior ta in � �/i" f3 3 3/a» t3P9 2" 4 = 3" 9 � �y� 16 3 . • .� . . . . � • � Fiow Qr Tap Sire �1dc�erial F7a:� GPY! t: " Sc}ied 80 .i.� 1," Sc3red 10 i•1 ;, " �c1:ed 80 !� 1 =, " Sciied s0 ?-.� �"-�`����� ���� �� ~ `�^ � � ���� 7�irn.v�-ia�-�na�•�,r,• a�aa�.m� �'���.���a. NEMA 4X Simplex Coatml Panel . � I� �" X 4" PressaYe Txeated Post � Sloped To Shed Wates ' 12" Sepdration � Electrical Cox�it � ,.. . , �.. b° Cover •� ' � Access Cover• � • ' ' • ' .) � ; . , • _ - ' � , —� � �'• ► � i r " : • ��`• '� . ; . r , . Opening Filled With " . �nti Sipkon Hole • . Inlet Fmm Septic Tank Portlaxd Cement Givut �� ��� 4" SCH d0 PVC Pipe i • • Cbeck • Valve � Higk Watex Alaxm Level � (6" Separatien� High Lev�el - Pump Ox � . . .� � ,, rvapo:Lock Ho1e ' •� �Drrud,a�m �Up H�1) • •Law Level-Puxnp Ofi T�x M��� � P�rcel # ' Suhcllivision ' �• � ' Fh:�s�e S�ct,ian Lot # � Duct SealHoth Ez►ds Of The Cox�rit Coxi.crete Riser � 24" Minimum , . . � . -• • • • - ' �" Sepatation Thr�eaded Gate Valv�e ; Union . � . � ' • ' %r..t�•,r - ��-Portland Concrete Crrout - • _ . _: Mastu • - : . � Zip Cord . , � Oper� 9 F'illed With T� Supply � : portlandCementGrout . L.ine •. Outl�et To Distnbutiox •FNplon 2" SCH40PVC Pipe R'Ope Float Wires ' , • f i � F7oats . , • • .. ' fRemovable '. • ' . F1oat Txee �� �� ' r'' , '. ,'.. �S � �P . ' • P:ecast Concretq Tax�k 4° Conczete '. � � :•; (Material Strength }3500 PSI) $lock ' � � • .� � ��" • � � � � r � � � � � • - .` � . ' • � �� � • ' � -' � ' ; •,. � 150o GALL4N'PU1VtP TA1�lI� P[JMtP RATING � � Pnmp Must ge Rated To Deliver 3� Gallons Per Hinute. Agaiest %3 Feet QE Tota.l Dynaiaic iiead (?DN ) . PUMP�INE TO ORAINFIELD 16A SEE PLAT CABINET 76 PAGE 491-496 FOR PUMPLINE DATA. 3"PUMPLINE INSTALLED FROM LOT TO OFFSITE DRAINFIELD AND PREVIOUSLY INSPECTED BY THE PERSON COUNTY ENVIRONMENTAL HEALTH DEPARTMENT. REFERENCE IS MADE TO THE RESTRICTIVE COVENANTS RECORDED AT DEED BOOK 856 PAGE 428. 3" PVC CONNECTIONS SHOWN ON THE LOT AND DRAINFIELD ARE APPROXIMATE LOCATION ONLY. WELIS MUST BE 50' MINIMUM SETBACK FROM ANY DRAINFIELD AREA OR SEPTIC PUMPLINE EASEMENT. WE�LS MUST BE 10'•MINIMUM SETBACK FROM PROPERTY LINES AND 25' MINIMUM SETBACK FROM THE BUILDING FOUN�ATION. CONSTRUCTION IN THE PROPOSED BUILDING AREAS MUS7 MEET ALL PERSON COUNTY SETBACK REQUIREMENTS. 0 15' f PUMPLINE EASEMENT --� I . � PUM LINE 31 A I EASEMENT � �__ — — � ` � - -! 132.-��3 f _ ; 4A lo� .. �� � to � 'l3� !0� 6 , ti� 135 �� , •���,�� ���1.�����`I - � ' :::. � 'iC;_�.�7I�T7C�Y ]E�.a�.m����.11. ]E��mn�,. �:�SI�:'Er�SSETCH .�N�� � bh �o� . � _ _ ... . T�� # � `�Pax o'ZD p .�, cel #� �5i?b �. �. - Sectiaa/Lot# 3 � �e,r �_ yS �� L Authoxized State Ageat Date S,ystem crinrp'onanfs s�jiverent aplo�oxinrarfe'aonroars oniy.' The eant�rcmr mast flag �he sysfem prior to begir�ning �lre installah'an to »�sr+� ihdspropergmde rs nraiataned ��' p,�c s�h , CE � ,2� � PUMPLINE EASEMENT I ��.�, 142 — - / 1 I � �q�� I � � 6A " Y�lo�k ✓ � 1W� QP�ir� —_ 4A �� j 2A �� CE � INSET DETAIL DRA:I NF I ELD 30A SCALE 1" =50' LOT 30A DRAINFIELD DATA -LINE BEARING DIST L-131 S70' 06' 38" W 22. 2$' L-132 N88' 06' 15" W 20. 68� L-134 N21' 38' 47" E 88. 76' L-135 N86' 18' 20" W 26. 82' L-136 S56' 31' S4" W 33. 51' L-137 S72' S0� 21" W 37. 98' L-138 N 19' 05' 02" W 60. 13' L-141 N89' 15' 05" E 29. 89' L-142 S79' S9' 39" E 60. 02' L-143 S03' S3' 13" W 75. 28' L-144 S13'a5' 45"W 35. 89' L-145 N87' 19' 42" W 39. 51' -----T__ � r� '"� 20' o ' Cs9 � . �o�Nec IoN �I+1� � �� ►�uY7 P�� 1..� 5�-- 3d << �.�� � dY, Ve�,�Y �,,,°ss' �J ' C�i�i�iu�� a�►K a�- Se�b��5 � . � l� _��►-��Q,.-� � �� 5 i �� c����� �� �� ��' w�t ( s �- L aK2 � s � �id9. ���a���� �- -eA S��-e� 1�`�5 ✓'1� s�— � C%-e�� Ly � �►--��r� c • S s,�yi,,� �,�1 S-� t�R ,�'y `� -� I✓t `� S l J�� '� S (�,c a►-k-e� �Ir� � r � `� � ' a .��2oQ � �-2 r�- s�k��-�..� � MY � ' � 0 V � � � 0 � a r w N � ` 2p� p � ��` `!NE ` � � ` ' `` - e� M�NT o ' � � e �8. _ . l � �fMENT � ��� � � ` . p�Mp� INE �AS � ' ` � �p, 4Q, ". eNT ... - , � ` ��� 3 1� � � �RES wFR0p0SFo sFE NoREA � PROP 6UI�� SE� ARFqjNG \ � z N � 0 � W � � / � e� � / / . �7 �o � ���2p� F. 5p T�U YlOrma �4Ke ��� �