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NC0038377_Dam Construction Drawings_20150902
2 1 2 3 1 4 5 6 7 8 9 ( 10 II 12 13 14 ' 15 16 17 18 19 IA N i ..-EE DE'�A L / \ ` \ }{pLD GROW STAB111�ATION FABRIC--- i •._ GC%��loi8-.�lL 3TAB1U2K'FION� FA821c T- RIPR FLEA/ 4 SD.D �e � , i FROM CREST To RIP PAP \ 5��b FfLjER 2.5 I (— RAI-loom FILL D TOE OF DAM Dk3CRAP o$S PqOPA N _ Pao f IE%tSrINC, GROUND �o. �pQIZa Jry L Lg" of FIL-fE2-2"•0" E FO2 DETAIL OF REPAIRS SCE DETAIL (I,5) THIS SHEET F G EXISTING GROUND LINE I J 0 SRAr4r;o1M FILL _s— IS°RIPRAP �I - Ve?Lks4rD eoeK 2.6 �I �5 I -pp of hOLWr�- Pzr E!&v �RIeS 20 -rYP e./-NL DES6N G66rION VALE 11= 20'-O" DETr_RMINED 'BY FIECB _� GOP.)FACf5P FILL. DRAINAGE \\i TOE f= DAM L 3_p• I r-\`�\ �1\� �"a,` NEW FILTER FABRIC TO PPatEGi \- \ �F�41�D SAND FILTER. SEE NOTE"4 '!\\ D-3C85 50V FAI',R4C DETAILS. exls N FAB21C TO REMAIN FREE OF SoiL TO 1,p,2 r�r_�" L ;� PREVENTCLOC441" OF SAND FILTER. SEEPE1AIt✓`\ � - (` EXISTING21�yN.b FILrE \ IriL D- 3rog5 ' roe p2AIN, �vRAP w1TN ExIs�NC�'(o� �1L'rER F�3ei� NEW SHOT ROCK Pab,1I 4O RIP RAP 1-06 MIN. Fta11H ,. 6, "PEF?a�2 �ycfST,NC Prqulpa� 5( �GEME T -RUE DRAIN QEJAiL (e,2) ram.. \ QMPb6L D11GN'(O K tl e, Dczpo .�` SEE DETAI L"•4 D-308S Fog 2,EjZM L T N NEW-H OLD GROW SES'D13robS PLAN G�(GBILiIOR- SOIL, StA61LIPArION r-�P,eIG 2.5 I� NEW SHOTRaCIc" RI-PNRAP Io"Mli N. 3EE� A-.685 PLAN I TOE op p�M I DRAINAGE. 4. ' j2�PAle�A SAND FILTER �-� �/o.R1E5 �U/ REPAIMD TOG DRAIN) P6PrH OF - NEW FILTrR FA67IC SQC- NOTE G� I S7uND •r1LL14 1.19Tf-_: MANKC-�r To rYTrI*Jo 6q1TGUK-i 4r,of 4qo 51MII-AK TMATMEIJT A-r le'a"T AeLITi,/[C- T. cLp-y 425.o 2MIflOM FILL t5 1I- � 2.5 2 (�Ir�IVE2ulalJc,^ -j I � MA,T&21GL G _ �/o21ES w/ D Ruw� 12"CR.I>�iEo sraJ FROrj GROVIIY4;F 2.5 I� I ELev 05o.o _ 5'�rbFILTeR I� ' /�` �noM piLL � FILL —j �0 IC ID opCIF.oRInG nwi ax�zjq-10Il PEE oclo roe cP corj NOTI=� L . hE'CI. 4J'vl2 PLA.Te 10 00%4I v//ELGhToriBev, 4gw-b ,Lr 1I42audDPLChxic. 07,1! oe 6QU41 Ly) ay h0*Iti1g02ti1Ys Bup�• PROOIX.7h. 2, hfCpr 6016fE SFIDu1 BBC• ��tfG`/enk; �t(CPp• 61C[>1B, hT{I,81G, E 612CDUG7*E9 o- I.5co FT, , Ah 'A 1U AFV of 5026°7T2Y huP• PW62`i, II.)G. o2C?PI v5p C-Quw,. R-&c riG OIZ yIM11LA(L S'(P� OF NIA.TM4j_ ly IJOt CU.6P'rC11,� pae-rWic) Ir,JG,TCu.o.'IDtiI, ZERO POI/.IT of hT,OFP I,IAC,IE -A4.bj . Ve *T AT 1.otA6 Ei.GdA noPJ Ch iova 2T oP VJPI12 NO(GI-i. 3• eauc;zETB H44-vv b, I••IIA ItALaA GOFAP a sG )[vE hTZE�1GT 1 of 2,000 Pam, I, is W pa r,:7, q, C1d 2Glnlroeur 1!� ;rr6 �� PIE PSTI+I P015, 6tR &0, F Sw.24, �,I-ICI,u Pirr Itii PL,o� P2100 ro PL4-aLIA 6oIJ62". 5, 6006eETE woes. G,I� Wa hove v -,�19 hP6cf,-ICATIOI.ry ?iup61. LOPE 2&0lUI91'A51 �h i-O2 60J62970, b4I 314J'77, 6. AL b -3r�L &A7 filet noci FOIQ coLLeGrlotil eivX To 13P, &jAU/AtIJi2w_W- 1HP6eulo�lA r�A.-�u IJrsl��lT 4ZI5.0 2.� JwL 4Pn0 18" P�P� cR°I 8" C-9 J'C*-IEA RLYX 1'16EDDN.ICi r'I?�¢�ioUy MaTBelA.t. IG GIST C7F VWAWI1 4T5 - �� 12O1J- 158CJ �OIQ U�1i' _ c�Ml'Kd�M�S�SCoP�6 � k�INAGCi 12L �" r�X i2 GI SR&C I F I CNTI ON J A< ,I I) C (M,Iq) FE$CD 84.5 385 ASH POND DAM QEPMRz, PPCD - 79-5-o52 ASH PpND DAM SPECIFICATIONS ve, E.J. I I rWG-112 �l AM I i •d.v I ruche WLA-M ¢' Delp xy2' WIG$ �0 I.lorc44 (,W -' o �a IIII I 7I-'T IMf2ER41ode N)tajEiZIAL _ _ „ „ . . L- — — —I Mm i TYI'�IGAI. JGnotA AT IMI�W1o1.IS 0tAAK�T 0 d Pi G e- e I L G _6A gi I 4-c7 I 4 C I 1 � �iAr-� c,AQe I - �,e IJoTe 6 I I A G°� ��il?iG� �.L6'iTG12 FII�F ci rQIJGX.iZY7 I �I-d (♦ G,Y.. •N N 1" VA� �tJ }- }. I, Y l�i'•� I,1 -T B-B CK,I I% �3��9 \\\� 6 41_O+ 8u al�Gx2x$j6 "CG•8.2 �- 0-12 ac. see caw. ++2 �1 5 5,G,7,8,�1, }10•-CG,Ig� Cn'�+7 -l9 CGxfj.2 lLi.11JF.CTla1•I GYrA11� p �_I_' =U NeRe _ qq N '�O c else FOR CONTINUA 1oN _ - - [tl.L41WIEA•A :I/2" ,• SEE t`,.ETAI L'4 DW4 #6a$S� = WENe pl,�crti; ,) ZN-olr MODIFuAYTD:.ts �41_ . a d- 12doc. O C-Ci CM,19% IL IM ci p ?svfsePSEGTCC,I-8)-CH,18111K,F8 CAROLINA POWER 9 LIGHT COMPANY ors: "" ItET'�IuT L � G '3'10-3¢ i RGbYSE NaTES SECTIONS Ccl-ETCH I•$)!•` k 1-8) W'� i �jwi 4_13s4 ,lo(G,�) ee POWER PLANT CONSTRUCTION DEPT. RALEIGH,N.C. Fti 1 Jn - '4 N 4 2-IS83 AS-BU!- l' JNS ,� __ MAYO E. G. P -ASH POND DAM - ->'a , TYPICAL DESIGN SECTION g, 1 I • I$' 91 evo-o U�u.rotoe lox xral,y M 3lNatGh (4,�7 G 31Q"O,G. -.. EAa-I WAY, - Z I{-lO-BI Acoc>r r3u.P, FIoCD:Uv aonly 5af. W.Z)0 7) U t , ,3 rdaS �i ,(Gi CAL 5As J� APPROVED DATE 12-30 /� iIiGTION A -A (J,12) !��✓\ $ REV; 26 81 , wecoL.9rq% JGE UNIT G I J , owe. No. O B-za.'so IS,J60 I"LnNSrevatI N M 77A" DR. 6,4r1 RC:D-1585 .0,r DATE REVISION 8Y CN APPROVED CH. / 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 A J K L N 2 3 4 5 i 6 7 8 10 13 14 15 ' 16 17 18 19 W4ZHeD 5 vNE- • ` 11 / ,, ;pR/�.iN�ECN NN�L /A2�A.- \t.toT E 1 :.!-� �IfSPAP 'fo (E L'E\ +21:NIo•/e �t,T 1 �= ,1 �, t, l l� 11,461 TrZ r-Ic N CO U.EGT ►J Box �`2 / i /GPAD_Ef> -f0 DpK-q, .L-- ` nr.Alut e c+In►1Je� OVA /� G Y' j �' G��. 51.VpV f.�'1 GI�Fi�T�� -� D6rAlL�3 / !-IFr���DQIt-!C� (' op-F11�E2 `a8121� T I3E PT ` D,at�l FILT�1./' D2glr`! loxto t211� �, _ AL$av 4?e� rl i ,&ll. Ir} -To (3 F -- A • �� ,_ .. - DE'(-36 �pf?MNE� � 1 I � � --- . ` - � •,..- � � N� � " // ', _ , � a ` DAMS FI �TIy fZ. 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GI.LY� = IeII� "tYI�IGAI� �tQ 13�12M r= ,afT =111(r 211 zTo�1� �I✓t�l►.I i51 . �TIoN f=11."i'�le �Al3121G ��-1✓ I� cJT"� 4� � FA I !, 1;a� A' I r 1 - 1 LEGEND j t cob fn-►s % �3F-DDIH� STONE FILrE2 F,aaIG -2,0001"or--S J7,000YP2 pig ' 1p'I pvc- ?IPA 400 L.F, 11200 Yr;z 70 140Lo 20V. tl 2(p� Yn2 el P24P Fb►Z [ 2if6} 5 . 1 Yiv E IJ o { 1. RE MDvE 5 ILT FRoM 90AI NAGiv CN&NN EL.S AS -IDWN FRO M -70C- of 0,1�M To S.R. IS04_ 2. ,alb cGT IJEHI �Q cou.tr-role ee2xE,3 As lc;;w 4 oIJ t�;JcS. Kcv 158po- . F i 3. REFER ro SPEcIFIC/%�TON `"E ,�' CD- 84- 5 -350 FoR GR,s-OI NG D.ND SEEDING PAeW r, c-- I A, p - w-r-,Vw�4 'tYl 1127 o12 MtJAt-: f�IPr�/ Its 2" M11,1 G21,1�•'I�r1 SraJ� tole • IKI1 � t2Ap 13Etxli IJ C� I oUV,:,12 r- IT0MAT ;r lAl,. MCI M uM AU- ;WAI3� +J U Et4r rz-ow- ct2 Wci 1211p <W oO F-ItTt-,'K 136rwitACA 4 1U. f�lrl- 31. t.Ai-,:;, r—a3te1G I I M W• A-r s G 3' 1 H REFERENCE DRAWINC,5 IUD-15Q4 AsH F rNO PL4W PROF 1 LE J ' Rco -1585 ASH POND t7AM - TYPICAL DESIGI J SECT'IM-A (WEIR eOX DETia► LS) REFEREf\ICE SPEC, IF IC/-"\TION F I- 'E C o - B�-S- 35 TEC�N ILAL SPECIFIC4,,?IvN--3 F©R • GRiaOING, GR/�INia� SsEOING K d { 7030-1-IRK-1 L 1 1 M I -iYt�IGAt., r-OW- 5�e.7X ' a CASE BLUEPRINT & SUPPLY CO. N3= 1 2 3 4 5 6 7 8 9 10 11 12 13 • I CAROLINA POWER C LIGHT COMPANY FOSSIL PLANT ENGINEERING 4 CONSTRUCTION DEPT. MAYO ELECTRIC GENERATING PLANT N ASH POND DAM i DRAINAGE IMPROVEMENTS AND SEEDING PLAN •'' M�iF rC;7ll�LriLC,�?ID�D,Ix) 1 SCALEAS kb-,e0 �AP�P�ROVED DATE ADDE-Alu UNIT/ - — DWO. N0. i �YISED FLAt4 CF1 I�i�(G.�OX(�l 13�� • •' C (v/ E `.� SECTION ; 0 4-13- ISSUEDFOP. Corl57ZUCTIOIJ DR. D-3685 N0. DATE REVISION 9Y CH APPROVED CH'l�.SA _ mill 14 15 16 17 1 % 18 19 FCS-L[-/Z