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HomeMy WebLinkAbout19940481 Ver 1_COMPLETE FILE_19940525State of North Carolina Department of Environment, Health and Natural Resourc( Division of Environmental ManagE James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Direci Post-It'" brand fax transmittal memo 7671 # of pages ? To Fro Co. Co. Dept. Phone # Fax # Fax # May 27, 1994 Forsyth County DEM Project # 94481 APPROVAL of 401 Water Quality Certification Mr. Paul Stimpson City of Winston-Salem Public Works Dept. P.O. Box 2511 Winston-Salem, N.C. 27102 Dear Mr. Stimpson: You have our approval to place fill material in 0.019 acres of wetlands or waters for the purpose of sewer line installation at Baxter Road and Quail Haven Lane outfalls, as you described in your application dated 16 May, 1994. After reviewing your application,. we have decided that this fill is covered by General Water Quality Certification Number 2664. This certification allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 30 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Sincerely, t I s owar r P e E. rector Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office Mr. John Dorney Central Files 94481.ltr P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 1096 post-consumer paper P ?Melil. CITY OF WINSTON-SALEM PUBLIC WORKS DEPARTMENT V.O. BOX 2511, WINSTON-SALEM, NORTH CAROLINA 27102 May 16, 1994 Mr. John Dorney Water Quality Planning Division of Environmental Management N.C. Dept. of Environment, Health and Natural Resources P.O. Box 29535 Raleigh, N.C. 27626-0535 Dear Mr. Dorney, PAY 401 ISSUED I have enclosed seven copies of the 401 Water Quality Certification Application for Baxter Road and Quail Haven Lane Outfall. An additional copy has also been sent to the Corps of Engineers. If you have any questions, please call me at (910) 727-2141. Sincerely, ENGINEERING DIVISION Paul A. Stimpson Project Engineer PAS\ll pc: File fi0g e DLO atM4SWO RD 511 x>r' t 110 SALLV sA¦ir rill d u.l r.a i III f tO ?r? "??.f• a ,?en+s s+N G / K 1 r {- III ( M J6 0?` s arY urt?? i / y+'' r sj ICI : , ? ?••t ',N ?,'" ,t / ? \ III ° ,?n AFL zs? \ ? ? s \ H XlST PUPIP 'rwns CAM ? Dr•°wwrM Irk J J I, Z?? JJ er t.mw • ^?? Lame O.F. R:?dn ?o ?a9z a•?: ??j ? \ \ ? D115,1. sly ?0 4 I t LE ' OARM RD blrru Y/\L _1 ¦ yl x¦x / t . \ bbd ?+ Y t sl C \ S "0 c . e. ff AS on ?9?5 a i? 111 m ly 'KSJ°? ? _ \\\ ta¦A' y 04A1W ? YOIAM n - _ \\ ^ AY OR arts 270 ¦D S ¦D sAxw 6?-rooD.,w 71 ? ? i < 'a 3 / ?eD J? MY snow ?,ytnt. t OL ?p < J? 6 ¦ r.AwK's sw...e mrtw ? st ntr ? JAYSOW L 1L. \ Aw S, d ' U / Cr7 lypl- All q ses s rAYSM 011 ' 'MHO 3T two DEM ID: C1 ?1 O 173,1(,1774 1441 NO. 9 P. 4 40:1 ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): 12 for Baxter Road Outfall Project # 71091 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING -"-" CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAG DEPARTMENT OF THE ARMY NC DEPARTMNT OF ENVIRONMENT, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Box 29535 ATTN: CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 251-4511 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 - ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: City of Winston-Salem 2. Owners Address: P.O. Box 2511 Winston-Salem N 710 3. Owners Phone Number (Home): N/A (Work): (910) 727-2141 4. If Applicable: Agent's name or responsible corporate official, address, phone number. N/A 5. Location of work (MUST ATTACH MAP). County: _ Forsyth Nearest Town or City: _ Winctnri_gal rim Specific Location (Include road numbers, landmarks, etc.): South of Interstate 40 and North of Kernersville Road 6. Name of Closest Strearn/River: Salem Lake 7. River Basin: Salem Creek Watershed 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS 11? YES [ J NO r] 9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO L] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 10, 400 Square feet or 0.24 acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: NPW12 Filled: N/A Drained: N/A Flooded: N/A Excavated: .018 Total Impacted: .018 Acres 03.17.1JJ4 14:4.3 NO. 9 P. 5 12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Vitrified Clay and Ductile Iron Sanitary Sewer Outfall Installation of 8" 13. Purpose of proposed work: To provide sanitary sewer service to surrounding area 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. sbA nrarv-.,--pa QP,Tar rnit-fa1 1 Tmis m W 1 anc1G to -tie into the existing Sedge Garden Outfall. Construction shall take place within a 40-foot corridor anerosion 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [x] NO ( ] RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [x ] NO [ ] R1SPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. N/A C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. N/A D. If a stormwater management plan is required for this project, attach copy. N/A E. What is land use of surrounding property? Vacant wooded land & single family hcmes F. If applicable, what is proposed method of sewage disposal? Sanitary Sewer Outfall (Gravity Flow) I ? s Y 9 Own es Signature bate _ .J. ir. 177`t a` - Yt MU. `J 4 -bEM ID: ACTION ID: 401 lzl lU t-r..• Nationwide Permit Requested (Provide Nationwide Permit #): 12 for Baxter Road Outfall Project # 71091 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Box 29535 ATTN: CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 2514511 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: _ City of Winston-Sal 2. Owners Address: P.O. Box 2511 Winston-Salem N 7102 3. Owners Phone Number (Home): N/A (Work): 4. If Applicable: Agent's name or responsible corporate official, address, phone number. N/A 5. Location of work (MUST ATTACH MAP). County: Forsvth Nearest Town or City: Wi nc-Fnn-Cal p,,, Specific Location (Include road numbers, landmarks, etc.): South of Interstate 40 and North of Kernersville Road 6. Name of Closest Stream/River: _ Salem Lake 7. River Basin: Salem Creek Watershed 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES [ ] NO F] 9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO (? ) If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 10.400 Square feet or 0.24 acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: NPW12 Filled: N/A Drained: N/A Flooded: N/A Excavated: .018 Total Impacted: .018 Acres 10 3.Ie.17yv 1v;If J NU. 9 P. 5 12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Vitrified Clay and Ductile Iron Sanitary Sewer Outfall Installation of 8" 13. Purpose of proposed work: To provide sanitary sewer service to surrounding area 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. mhA pr=ncPr1 -gpwpr out-fal 1 mnic+ -rr, wetlands to tie into the existing Sedge Garden Outfall. Construction shall take place within a 40-foot corridor anerosi n 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [x] NO [ j RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [x ] NO [ ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. N/A C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. N/A D. If a stormwater management plan is required for this project, attach copy. N/A E. What is land use of surrounding property? Vacant wooded land & single family homes F. If applicable, what is proposed method of sewage disposal? Sanitary Sewer Outfall (Gravity Flow) s Signature r ? DEM ID: ACTION ID: 401 Nationwide Permit Requested (Provide Nationwide Permit #): 12 for Quail Haven Lane Outfall Project 71092 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Box 29535 Al"N: CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 2514511 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: City of Winston-Salem 2. Owners Address: P.O. Box 2511 Winston-Salem, N.C. 27102 3. Owners Phone Number (Home): N/A (Work): (910) 727-2141 4. If Applicable: Agent's name or responsible corporate official, address, phone number: N/A 5. Location of work (MUST ATTACH MAP). County: Forsyth Nearest Town or City: Wins nn-Sa 1 em Specific Location (Include road numbers, landmarks, etc.): and North of Kernersville Road 6. Name of Closest Stream/River. Salem Lake 7. River Basin: Salem Creek Watershed 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES fl] NO ( J 9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO [K] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 60 square feet or .001 acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: NWP 12 Filled: N/A Drained: N/A Flooded: N/A Excavated: .001 South of Interstate 40 Total Impacted.. • 001 acres . F,70M 03.17. 1994 14:43 NO. 9 P. 5 12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawin s olly): Installation of 8" Vitrified Clay and Ductile Iron Sanitary Sewer Outfa 13. Purpose of proposed work: To provide sgnitary sewer service to surrounding area 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. The proposed sewer outfall must cross wetlands to tie into the existing Sedge Garden OUtfall. Construction shall take place within a 40-ft corri or etn.i `res - - sL.. i.,n? i be isn "st i i _4 as a ' i-e=rr-attaEAeGl 191e6P 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [x ] NO( J RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [x ] NO [ ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. N/A C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. N/A D. If a stcrmwater management plan is required for this project, attach copy. N/A E. What is land use of surrounding property? Vacant wooded land & single family homes F. If applicable, what is proposed method of sewage disposal? Sanitary Sewer Outfall (Gravity Flow) ' S /g 9 Owner' ti-i-h ature ter, b3, 11vv4 14:41 No, 9 P. 4 (J (_J, DEM ID: ACTION ID: 1-a jo w;, P Nationwide Permit Requested (Provide Nationwide Permit #): 12 for Quail Haven Lane Outfall Project 71092 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGE ' DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVMONMEN`1?',l1:?AI P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Boy 29535 ATTN: CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 2514511 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: City of Winston-Salem 2. Owners Address: P-O. Box 2511 Winston-Salem, N.C. 27102 3. Owners Phone Number (Home): N/A (Work): (910) 727-2141 4. If Applicable: Agent's name or responsible corporate official, address, phone number. N/A 5. Location of work (MUST ATTACH MAP). County: Forsyth Nearest Town or City: Wi nGtnn-Sal e Specific Location (Include road numbers, landmarks, etc.): South of Interstate 40 and North of Kernersville Road 6. Name of Closest Stream/River. Salem Lake 7. River Basin: _ Salem Creek Watershed 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES F] NO ( j 9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO EK] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 60 square feet or .001 acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: NWP12 Filled: N/A Drained: N/A Flooded: N/A Excavated: • 001 Total Impacted. • 001 acres 03.17.1994 14:43 NO. 9 P. 5 12. Description of proposed work (Apach PLANS-8 1/2" X 11" drawin s only1: Vitrified Clay and Ductile Iron Sanitary Sewer Out fall Installation of 8" 13. Purpose of proposed work: To provide sgnitary sewer service to surrounding area 14. State reasons why the applicant believes that this activity must be carved out in wetlands. Also note measures taken to minimize wetland impacts. The ro posed sewer outfall must cross wetlands to tie into the existing Sedge Garden Olitfall. Construction shall take place within a 40- t corri or a l etes+en -shall beiis4!zssed ors-4andieate (4 en Flap 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES (x ] NO [ ] RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [x ] NO [ ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. N/A C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. N/A D. If a stormwater management plan is required for this project, attach copy. N/A E. What is land use of surrounding property? Vacant wooded land & single family hares R If applicable, what is proposed method of sewage disposal? _Sanitary Sewer Outfall (Gravity Flow) S /g r Owner' S mature SEWER MH Sta. 17+08.90 / cD \ ` \ \ I\ \ / 61, W \ ? x00\ \ \ \ h \ Tax Block 2612 Cecil G. Hunt DB 1042, pg. 836 onstruction Easement = 36,6162 Sq. Ft. Permanent Easement = 24,641 Sq. Ft. I I Tax Block 2615 I 102 I Broadbay Properties DB 1,337, pg. 1558 I Class I Rip Rap Min. Thickness = 21' eo > I N01'-_24'29"E -- \ \ `-- \ -` i 176.25' 119 I X\ 00\ I \ \AC SQ. \? ? I \ 1 ?\ \ 0 1 \\ \\ O\ n? I \ \ xO ? \ O co SEWER MH \ 1 Sta. 20+17.44 LB= m \ Sta. 22+04.52 LA o /) Q !zo / C? / Tax Block 2612 8 Cecil G. Hunt DB 1042, pg. 836 ,) 830 828 Jc/ 826 13-20' Joints of 8" D.I. (Cass 52) Mech-Lok Rigid Restrained int co Pipe by Griffin Pipe Compon . 824 308.54 LF 8" PiQe 0,50% 822 CC Q) Concrete a ?n a_ En n Pier x a> _ " a> - - - V) 00 Q; cry 00 3 c? 0 ? U \ CD-CO G . O TT ? - r- ? 00 - Q ry U l- . 820 Concrete Pier IX 818 I I Q / - ' 816 I N 0 814 N N 0 812 Ln II 810 m J r ? N 808 r 0 00 r II + r > O ? N N Z co Z 806 II (/? (n CY- U 804 802 800 798 796 DA7 18+00 19+00 00 20+00 SEWER MH Sta. 17+08.90 I \ Tax Block 2615 ?"?x \\ ?\ 102 I \ \ Broodboy Properties \ \ DB 1337, pg. 1558 W \ ??6 (:P)"\ Class I Rip Rap OD\ \ Min. Thickness = 21_ \ \ \ 1'ti ss? `'?? eo \ NO1 24 29'E 176.25' p ?9\ _ - ~L x \ _ - \ \ ,?9 pO\ I \ S SAO Lq0^/? \ \ \ \ sQ`? ? ? I 60 ??F fs \ \ ' \ \\ o (9 )1<90 ; \ \ r'o \ \ O ? I Tax Block 2612 \ \ co SEWER MH 75- Sta. 20+17.44 LB= 1 M m \? ?? ro, Sta. 22+04.52 LA / ,\p W Cecil G. Hunt DB 1042, pg. 836 onstruction Easement = 36,662 Sq. Ft. o / Permanent Easement = 24;641 Sq. Ft. /OJOO?// d? / Tax Block 2612 8 Cecil G. Hunt DB 1042, pg. 836 830 828 13-20' Joints of 8" D.I. (C ass 52) 826 Mkh-Lok Rigid Restrained int Pipe by Griffin Pipe Compon . c 824 308.54 LF 8" Pipe ® 0,50% _ / 822 8 Dt 820 ?, a? °_' ? Concrete Concrete 2 00 ,n CL lon" 00 Ln a- Pier Pier _ x a, " X 818 a> / Q) II - a) a) 03 :) 00 00 V) 3: La 3? LO 0 J 0 816 r7 U \ ? Cl 0 814 Q. 00 C O1 E N ?zN . d 812 J or U ?- . 810 m r J ? -- 808 r? CID _ •- r II + r > 0 ly- as 806 , (n (Ux U _ 804 802 - 800 798 -7a 18+00 19+00 20+00 00 r . `t \ Tax Block 2612 \ \ 1 H Erosion Cont k 1) Silt fence to R MH the inspector 2) Erosion contr +00.00= \ ditches wherE ?0+17.44 ? Road Outfall \ 3) All stream cr .?t #/8091) \ 4) Construction \ Each Stream \ in the some \ slope accordii 5) Install water Tax Block 2612 \ 6) Wet weather 1 M ?? ??\ Cecil G. Hunt e8s•\ BM-Nail in \ 14" Poplar ® Sta. 3+00 Class I Rip Rap x \ Ain. Thickness = 21" 24' Left 1 \ EI.=831.49 00 ? x \ C --2 -- - \ ` Jam, 1,9s? <F 3?00? 15' Construction Esmt. m` 2+00 S58'47'1 3"W - 3 00 4C20' ??n \ 20' Permanent Esmt. 192.93' LF o Sto tly?94,- EQUALITY ------- -?---- ?? S 'ts 15' Construction Esmt. U, ?0 , ?Rfq SEWER MH 2xSo Sta. 3+18.77 LB= - - - - - - - l_ - 1 M Cecil G. Hunt Sta. 1+55.27 LA SEWER Ml - Tax Block 2612 Sta. 3+4F L.) F- ?V) 0 II / J J o f?N 000 Ln 9 II z ++ oo z r7 r- Op / 1- h- \ (n V) CCU / / ® V JG / ;tin Gr and \ 1.69010 pipe Q J N Ln p I I m J OJ J ? Q ? p W (/ l 1--.1 Tax Block 2612 \ \ 1H Erosion Conti 1) Silt fence to MH the inspector 2) Erosion contr +00.00= ditches where ?0+17.44 3) All stream cr Road Outfall 4) Construction ct #8091) \ Each Stream in the some \ slope accordir \ 5) Install water Tax Block 2612 + 6) Wet weather 1 M Sao 2 ?\ Cecil G. Hunt BM-Nail in \ 14" Poplar ® Sta. 3+00 x Class I Rip Rop 24' Left \ Min. Thickness = 21" E1.-831.49 00 4j \ \ J\\ \ O\ ` 15' Construction Esmt. U, 2+00 S58'47'1 3"W 3 00 20' Permanent Esmt. 192.93' LF a StO /-/n --------- 01 THis 4%?1t EQUALITY - - - - - ?- - - ?Rfgs SEWER MH ?_ - - 15' Construction Esmt. cr --?-- \ 2'`5p Sta. 3+18.77 LB= Dm Cecil G. Hunt Sta. 1+55.27 LA SEWER Mh Tax Block k 2612 Sta. 3+41 v vn i 0 II mQ J J 0 u f? N 0 00 / ? O II -f + to - oo 0p Z / Ln U? It v / / Q ?Qe G ,J F ? N41 tin Gr and \ ® 1.69% a J h N Ul) N I I CC) J J ? Q ? p d +' W ? 838 836 834 Le?e? 832 EF . CICIJ O 830 828 wD4 UT- 826 W13- 824 822 820 31+00 8" SANITARY OUTFALL PROJE ;ALE =40; CI TY OF WI REVISIONS Baxtei From: SE To: 29+00 80,91 ENGINE DATE APPROVED: EROSI( 5/13/94 DATE: NGINEER: poi ii cn??ocnr.? C 16 Stream K Silt fence a+00 - S40'49 14"E 0 5' 240.00 LF 31 + 00 v7 s 0 30+00 - - - - `D ;EWER MH ,to. 29+30.00 Clearing Limits 40' THIS AREA Sta.29+50 - 30+10 Closs I Rip Rap Minimum Thickness=21" a? e ,N Cr- Stream K Silt fence ?+00 S4049'14"E 0 5' 240.00 LF 31+00 v, s 30+00 _ l fD SEWER MH Sta. 29+30.00 Clearing Limits 40' THIS AREA Sto.29+50 - 30+10 Class I Rip Rap Minimum Thickness=21" a? u 838 836 834 832 830 828 826 824 822 820 00 EP . - x - .v ?a -UT- o- .- We- 8" SANITARY OUTFALL PROJE SALE ??-40; CITY OF WI REVISIONS Baxter From: SE To: 29+00 C9 0 qt- I DATE 5/13/94 ENGINEER: ENGINE APPROVED: EROSI( DATE: PAUI ':;TIMP: (ON E v ?- cn O C U Barn ft-. 0 - 26+00 >EWER MH ;to. 26+10.00 4== St Class II Rip Rap \1/ um LThickness=30" - - - S ce a, - - - - - 29+0' 28+00 320.00 LF 00 S41'08 '23"E - - - learin Limits 40' THIS AREA Sta.26+20 - 26+60 SEW Class I Rip Rap Sta. Minimum Thickness=21" Clearin Limit 'Sit 40' THIS ARE Sta.27+30 - 27+70 Tax Block 2612 1H A.C. Floyd, Jr. A/W Doris G. Floyd DB 718, pg. 284 Construction Easement=33,610 Sq. Ft. Permanent Easement=23,753 Sq. Ft. P,?y 0000 00 + ?? - N 00 Z Q II F- \ (n fy- U I- _ Ilk. _ LF 8". V0 Pie 0-50% 26+00 27+00 28+00 2f E C3 aL w N O X- Barn F0 p 26+00 ;EWER MH >to. 26+10.00 S Class II Rip Rap Minimum -'-- Thickness=30" - S - 29+0 Silt fence 28+00 320.00 LF 27+00 541'08'23"E - - - learin Limits 40' THIS AREA Sta.26+20 - 26+60 - - - SEW Class I Rip Rap Sta. Minimum Thickness=21" Clearin Limit nA o 140' THIS ARE Sta.27+30 - 27+70 Tax Block 2612 1H A.C. Floyd, Jr. A/W Doris G. Floyd DB 718, pg. 284 Construction Easement=33,610 Sq. Ft. } Permanent Easement=23,753 Sq. Ft. off, a ooCC) C7, 0o + Its w(D N oo?N Q II J (D V) fy- U?. - - - 34A, lF 8'Vo Piae ®0-5 26+00 27+00 28+00 21 Tax Block 2616 16F Tax Block 3260 9 William B. Linville A/W Construction Easement=1,642 Sq. Ft. 9 'Carrie N. Linville Permanent Easement=88 Sq. Ft. DB 1674, pg. 71 SOO'29'1 8"W -n-r1S 40, BEGIN PROJECT C\ear'nsZA +20 - 250 - i 8091 _ -?+-b0 SOB*28' 58 v1 3 II Class I Rip Rap EXISTING MH ++ Min. Thickness =21^ Sta. 85+39.13 Sedge Garden Outfall RIM=820.29 ( SHELF=812.69 ) INV.=811.99 Existing Siltfence General Notes: 1) Stream at sta. 1 +60 to the west of the ob floodplain with no well 2) Right-of-way diversion structed to prevent er 3) Erosion control mattin( disturbed slopes excee 4) All stream crossings w equipment crossing. 5) Construction sequence Each Stream Crossing Stabilized in the same it was begun. 6) Wet weather ditches st v _ O _ N a 0 O+?C:) Z CN 11 00 00 LA- X 6 _ W (n(n(If NZ a_ 13 Concrete °D c c^ LO Pier \oG x OD 17-20' Joints of 8" 1 (Class 52) Mech-Lok Rigid Rest ained Joint Pipe by Griffin Pipe ompony 461.12 t_F $'' Pipe ® -0.507*. Q a Q) d Q) a - a? Q) Go cc ? ? m / x x x x X 00 00 00 OD 00 j mqmm mono 100 Year flood Ele ti n=803.00 / e v Tax Block 2612 6 GLG Corporation SEWER MH Sta. 33+97.57 ?/ / id / / / Class I Rip Rap L1o Minimum J, Thickness=21' 5 Tax Block 2612 ' x ?O L / // `?o• ,?/ 1H / A.C. Floyd, Jr. A/W Doris G. Floyd DB 718, pg. 284 MH 1+70.00 i I I P X ?? - 36* CIvert X - EIP Top of §00'30'53-E - 3 99-40- 0D a 00 G , n• t7 ' E C ( 132.36' P /L (90.0 ' MH - K) 35+00 - - - - 34+00 - II - - - - I - I.> I Clearing Limit 0 40' THIS AREA ?4+80 Sta.34+20 I \ I \ I I I I I B yr l 1 w O -- r6 •? ? N U II Z N ?Q II?Li N N U F- O U O 0) rn 0,05 U CD-- Z- CC z CN_ 3Q IIJ ?`' ui ?- v 34+00 35+00 36+00 37+00 Tax Block 2612 ' GLG Corporation I x - ?P EIP 1TOp O'. 00'30'53 "E SEWER MH I 3 s9, Sta. 33+97.57 36?C Ivert_? ?ga ,nor O` / X09 / / yd / 34+00 _ / 1 'fi'r Class I Rip Rap Minimum Thickness=21" 5 "?Tax Block 2612 s?0 moo, / G°? , / A.C. Floyd, Jr. A/W Doris G. Floyd DB 718, pg. 284 MH 1+70.00 MH - ?) 35+00 ( 132.36' P/L_ (90.0-- ---- I.> I a? OC, Clearing Limit Sta.34+20 - ?4+80 I I I I B yn I ! q? 40' THIS ARE A w O U _ c6 44 - 00, U - _CY) II ?+ N M ?a LLJ II?a- (n (n U F- U 00 of a3 rn O ?6 C? ?n ?Z n 3Q? w LLJ 34+00 35+00 36+00 37+00