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c� LEGEND STRUCTURE TYPE LEAC FIELD— ST SEPTIC TANK (100% RESERVE/REPLACEMENT-- , T AREA) DT DOSING TANK C 11 CLEAN UUT z sl Ln 0 GREASE INTERCEPTER Lu fx PIPE LLJ SP SEWER PIPE (SCH-40 PVC:) -DIS T.RMARY P 0 SA E-1_R'E_A K SEWER MAIN FROM-EXISTING HOUSE TO DOSING TANK PROFILE ST 3 STAi7+25.77 INV IN137'A S' INV OUT 37.66 61 ST 2— STJ co I CO 2 C11 2 STA 7+04,45 CLI 4 STA;0+00 00 STA:1+87.98 STA 2+6798 STA 4+29.51 RIM 39,24 STA 7+78.74 DT 1.5' PVC SCH-40 R11,145'89 RIM44,27 RIM;44 10 FINISHED RIM:42.28 INV 111:38.19 6' STAE+E3.74 00 INV OUT143.22 6* 1 INV INAL1.03 61' INV IN137.44 6� RIM:36,42 (v) MANIFOLD LINE INV IN14L.43 6' INV IN:40,86 6' INV OUT:'37.94 6' EXISTING INV OUTt42.4*3 6' INV OUT 4203 6' GRADE INV LIUT:40,2e �;' EXIST INV OUT37,44 6' INV IN:37.22 6' L0 GRADE 0 Station cly� (D -1+00 0+ 0 t Oil 1+00 00 3+,00 5+06 6103 7- cc R+00 30 _ 4w 1.5' PVC SCH-401 _50 MANIFOLD LINE —------ 45 . ......... .................... C-4 u (D < c, 40------------------ LlFzJ-- ......................... ............................ .............. 0 0 V) -4 o' Iq 0 _c r c1r) T 35- ------ 0 5 . . . . . ,".'+' . . . . . + . . . . . . . Pipce PIPE2 0,�C/. PIPLP 0 _v. SCH 40 PV --l-W�7ul— FP --T'\r U H—u PVC-7 'q vc ;u r� UTT� b �Mf u _c PIPE L4_+1w/ j STRUCTURE PIPIEL� O.t�/ Q_ Lu +00 + 41+00 'c+00 7+00 0 30 TYPE 'DT' DESIGN GROUND + KITCHEN + APPROX. GROUND + + 1� 0 0 0 0 WATER LEVEL WATER LEVEL + KITCHEN (PER SOILS REPORT) + " PIPE? 0 -PI 2) @ _.- _'. PIPE (SP14) _ :7 7, -v L-139• ,83' L=4t�OW STRUCTURE 7 7 STRUCTURE HYPE CE4 PROFILE I TYPE G1 + �'�STPUC 0j R E, 4 PIPE (SPA)- + + TYPE 09 ~ PROPOSED PIPE YSP13) II A ROX, L�4 0T FUTURE - S �K 4 C4 ASSEMBLY SOCIAL I-IDE F HALL HALL STRUR + TYF-E CTU�T3E + PIPE <SPIO)- STR TUBE LSE __ �� 0ER MAIN FROM KITCHEN TO SIEPTIC TANK PROFILE L�73,27' 0 0 TYPE 9_75-'� + E TIC `iSER L R! SER U) CD ST 2 1S7 STA 1+50,33 DFFt72.54R STA 3+25.07 (y) 42L 01- + E N IM:40 71 1 i T 0 E ST4 FINISHED RNV IN3974 6' RIM 39.24 LLJ LO NV IN138.19 6' INV OUTr3794 GRADE 1 1 i C B 0 0 NV E]UT:39,49 0�1 —j PIPE C P9) W A'T E R, 8 0 Station 4+00 5+00 6+00 7+00 2 00 3+85 < + IPE KSPQ)- ST UCTUR 0 �+ : U. 50 T Y u + + ++ + T NK T7 + + + TANK 4 + U + + + < L + + LL (E < 4D 77, 101- TY P� -7 ----------- ST-RO 'TURE' AIR COND ENER CLEAN OUT /S 6� 61RS 6"S PIPE (SP7')' <SP6) 3 3 < PIP L=74,82' 5 BUILDING PIPE P 4) 1 NUC L-86.72 BUILDING ISPID MA 7S�- -RVU-- K-@�- , 1eex PIPE@ -------- E WITH fHE-f '.EVATI07' = 30_7 + C K < + 3+95 K+ UJ 4+00 6+00 7-+-00 8+00 DESIGN U GROUND WATER LEVEL OX. GROUND + Ej APPR + r + + - — 0fit PE < < E, (PER SOILS REPORT) WATER LEVEL r,. G IDOLE +;} PIPE (SP3 L=8000'0' HYD Ji < < N PROFILE 2 (� �' I GRAVELED F < + + + + STRUCTURE + IYPE COI + + + + C:) ------- .4+++ + + + + + 1+ WA "l-'-�%%%%++ 0 -7 E Lk_'. I I Lu _R _n Z' Lu 8'6'V3 1 + i4 -k + + + _—RAVELE1 1 . --- --- <f ] a- + + G _ _m_. 6\ + + + + I I + 1 4 + + + > ?,()F E 5 +y. + +.' EXISTING + 1+++ ,7 Y191 HOUSE + + + CON < NOTE Uu D. :++4 4 c Ey HOUSE + + + + 5 C' - VELOCITY OF PIPE (HALF FULL) HAVING SLOPE 1% IS 2.858 FPS + + + - VELOCITY OF PIPE (1-TALF FULL) HAVING SLOPE 0.5% IS 2.021 FPS. SCALE , I TURE S:P. + + ,z ivil + + + 1 + E L;z1 G.P" P. 6/30/2020 TYPS STI 0 --- : -'_�":t I + I I . .1 � � . � ___ , _.c- �r - MINIMUM COVER FOR SEWER MAIN IN PAVED SURFACE IS ++ + wEs + + + + + + b L 30" AND FOR UNPAVED SURFACE IS 24" REFER DETAIL (3,7/C7SD. + + + t + + + + + + LILL + + + + . . . . . . > DATE: 09/19/2018 + + +++ %+ + + . 0� CALF + + � '� N Lj J TE JOB .,GRD-TR-01 DWG BY: RP CHK BY: HS PROHLE SITE PLAN C5SD 7 ...............