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HomeMy WebLinkAbout20081070 Ver 1_More Info Received_20080829Subject: [Fwd: Ingleside S2] From: Sue Homewood <Sue.Homewood@ncmail.net> Date: Fri, 29 Aug 2008 10:47:41 -0400 To: Bev Strickland <Bev. Strickland@ ncmail.net> for file 0-1070 please -------- Original Message -------- Subject: Ingleside S2 Date:Fri, 29 Aug 2008 10:16:45 -0400 From:Peter DeVries <phd@geotec.com> To:Sue Homewood <Sue.Homewood@ncmail.net> Sue, The revised S2 for Ingleside is attached as a pdf. The hard copy will be in the mail today. Peter H. DeVries Geoscience & Technology, P.A. 2050 Northpoint Dr. Winston-Salem, NC 27106 336.896.1300 336.896.1020 (fax) phd@geotec.com ------------------- Sue Homewood NC DENR Winston-Salem Regional Office Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Voice: (336) 771-5000 FAX: (336) 771-4630 s2rvsd.pdf Content-Type: application/octet-stream Content-Encoding: base64 O m m 0 ~ 1 ~ 320 VC ~'~'I V r m o ~ m ~ ~ ~ PVI STA = 9+5 5.63 ~ ~ ~ ~Q ~i ~ PVI ELEV = 1086.04 rn o ± o ~ o + r A.D. = 15.96 o K = 20.05 ~ ~ ~ ~ ~ ~ ~ 0 ~ Z ~ z o ~ ~ - o C/L BRANCH 8.0 /o 9+44 1084.7 w ~ Q x LOW POINT ELEVATION = 1092.E = 1092.42 ~ ~ ~ LOW POINT STATION = 9+56.94 9+5 6.94 +7 ,g% W uQ o /^w' N w rVTwl1 ~ F" DATUM ELEV Q 1075.00 r~`1 V 1 NN 000 ~n~ rn~ ~m oom c CO CO CO ~ ~ N N ~ 00 O~ N N N N I--) `~v f` N ~ O ~ ~ CO ~ DD U ~ ~ ~ O ~ O N ~ DD DD ~ DD m DD N DD N 6 ~ ~ O ~ O ~ ~ ~ w w O ~ O O~ O~ O~ O~ O~ C O O O O O O 0 ~ 0 ~ O ~ O ~ x 0 ~ ° 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 ~ ~ ~ Q ~ o,, ~ ~ m w ~ ~U 1 ~ Z Longltudlnal Sectlon at Crossing z Scale: 1 " = 30 ft S2 o ~ o~ cv o 70'-0" 50'-0" ~ ~ C/L OF ROAD 1092.43 SURFACE OF ROAD 0 o w ~ N Q N 0 ~ ~ . 1111111, 111111111! /111111111. PIPE INVERT X111111111 109n CLASS B RIPRAP ON ~irirrirl FILTER FABRIC }1' , D APPROX. TOP OF BANK COMPACTED FILL .rrffrf, W APPR X. TREAM INVERT 11111111111111~f O S '1111111111111111!. U 0 1111111111111111111! X1111111 1111111, a a Q '1111111 1111111 111111 1111111, 1085 1084.4 o ~ ~ ii 1111 CONSTRUCTION SEQUENCE N 11 11 2% SLOPE r 1. OBTAIN PERMITS 0 2. HOLD PRE-CONSTRUCTION MEETING WITH EROSION CONTROL OFFICER 3. INSTALL TEMPORARY SANDBAG COFFER DAM UPSTREAM FOR PUMP-AROUND. COMPACTED ABC STONE LIMIT UPSTREAM TEMPORARY IMPACT TO 30 FT. LIMIT DOWNSTREAM IMPACT TO EXTENT OF OUTLET PROTECTION PAD ~ 4. DEWATER SITE .o 108n STREAM INVERT FIELD MEASURE STREAM INVERT. q5 5. EXCAVATE FOR PIPE BED a 6. PLACE AND COMPACT ABC STONE PIPE BED M o 6" ABC STONE SET PIPE INVERT 1'-0" BELOW STREAM INVERT. COMPACTED 7. PLACE PIPE ~ ~ 8. REMOVE COFFER DAM ~ 1° 2 3 9. PLACE FILL FOR ROADWAY ~ Q Sectlon Along Plpe Sectlon Across Plpe 10. CLEAN UP AND SEED PER SEEDING INSTRUCTIONS a ~ o Scale: 1 " = 20 ft Horizontal 1 " = 5 ft S2 S2 S N N 1 " = 5 ft Vertical ~ 0 Z 0 U ~ v ~ a L ~ i ~ +J N ~ ~ 0 7 W U U D } [0 Q a U 0 0 o z w I