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HomeMy WebLinkAbout20010057 Ver 1_COMPLETE FILE_20010117I N C ZZO r?a-ve 512 N. Salisbury St. Raleigh NC 27604 Phone (919) 733-7015 file:///Untitled Si Senors. Bill, just forward that to my attention if you like. Bob Zarzecki wrote: Bill, Yes. Just send a written request will revised plans of the reduced impacts. Be sure to address the issued certification and DWQ project number. I don't believe that this will require a new permit application fee. Cyndi, I'm I correct? - Bob Bill Piver wrote: Bob,ln an effort to eliminate the cost of mitigation the Town of Garner has requested of the City of Raleigh Utilities Department, the ultimate owner, and the City has tentatively agreed, to allow us to permanently reduce the width of required sewer easements so that there would be no Zone 1 parallel impacts; thereby eliminating the payment to the WRF. If the City allows this easement reduction, could we request an amendment to our certification? Please advise.Thanks,Bill Piver844-9060 r? ?I 1 of 1 1/28/02 9:17 AM O?O? W AT ?RQG D 'C Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality June 22, 2001 DWQ# 01-0057 Wake County Frank Powell Town of Garner Post Office Box 446 Garner, NC 27529 APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Condition Dear Mr. Powell: You have our approval, in accordance with the attached conditions, to place fill in 0.19 acre of wetlands in Zone 1 and 0.21 acres of wetlands in Zone 2 of Manlers Creek in order to construct a sewer line in Wake County, as described in your revised application received by the Division of Water Quality on April 6, 2001. Furthermore, we have received your correspondence dated June 4, 2001, in which you demonstrated that the project had been re-designed to avoid impacts to Zone 1 of the Neuse Buffers, so that buffer mitigation will not be required. Your project must be built as described in your revised submittal. After reviewing your application, we have decided that this work is covered by General Water Quality Certification Number 3289, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetiands . This Certification allows to use Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge, State Stormwater and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This Certification replaces the one issued to you on April 17, 2001. 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 in writing and you may bp. required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certiflcation and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below: 1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream buffers. 2. Unless the utility line is moved south to avoid impact to Zone 1, compensatory mitigation will be required. DWQ must be copied on a written decision regarding this matter before impacts occur. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 1508 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in Raleigh at 919-733-9721. Attachment inc ly, tevens cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office File Copy Central Files Rhonda Hoffmann, P.O. Box 97, Garner, NC, 27529 010057 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) Atl1 ?7J 4.. /_,---- % n4n'? Cot o /t....\ tiw...//L..l....w. ............ .... /..........I.....J../ June 4, 2001 ?s(e Mr. John Dorne ? & ? Division of Water Quality, :;? d Non-Discharge Branch + /? 401 /Wetlands Unit ? ?+? ?!(,??t?? ,, ? ??Y`• ?w?, 1621 Mail Service Center °" Raleigh, NC 27699 Subject: DWQ Project No. 01-0057 !o? Approval of 401 Water Quality Certifications Additional Condition #2 - Response Bainbridge Subdivision Annexation Sewer Service Dear Mr. Dorney: Municipal Engineering Services, Co, PA is responsible for design and permitting of the project referenced above. In compliance with Additional Condition #2 (enclosure 1) of the referenced permit a copy of the decision to avoid impact to Zone 1 is \ enclosed. The construction of utility line (OF3) no longer causes a parallel impact in / Zone 1 of the unnamed stream. Seven copies of the section of the sewer line are included (enclosure 2). If you have questions, I may be reached at 772-5393 or via email at rhoffman(aDmesco. com. Respectfully, MUNICIPAL ENGINEERING SERVICES, CO., PA ?Vl UV1 CI Rhonda Hoffman, E. Project Engineer Enclosures (1) Copy of Permit # 01-0057 (2) Seven Copies of Drawing OF3 CC: Frank Powell, P.E., Town of Garner A ??9pG >? Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality April 17, 2001 DWQ# 01-0057 Wake County Frank Powell Town of Garner Post Office Box 446 Garner, NC 27529 APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Condition Dear Mr. Powell: You have our approval, in accordance with the attached conditions, to place fill in 0.19 acre of wetlands in Zone 1 and 0.21 acres of wetlands in Zone 2 of Manlers Creek in order to construct a sewer line in Wake County, as described in your revised application received by the Division of Water Quality on April 6, 2001. After reviewing your application, we have decided that this work is covered by General Water Quality Certification Number 3289, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows to use Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 213 .0233). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge, State Stormwater and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. . 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 a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below: 1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream buffers. 2. Unless the utility line is moved south to avoid impact to Zone 1, compensatory mitigation will be required. DWQ must be copied on a written decision regarding this matter before impacts occur. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. Sinc rely, U' r Stevens Attachment cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office File Copy Central Files North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) n+n X11 170a a.ti.. _% 0 In 711 aanl If,-% ti•iiti? ,.... ..,.....i..... '_. 1. a,.I or v? A rFR ?I?pT' >ibW,=t Frank Powell Town of Garner Post Office Box 446 Garner. NC 27529 RECEIVED APR P 2(001 ??'vICES r,O???P Michael F. Easley Governor William G. Ross. Jr.. Secretary Department of Environment and Natural Resources .cv_- /I, Kerr T Stevens Division of Water Quat ty APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Condition Dear Mr. Powell: April 17, 2001 DWQ# 01-0057 Wake County You have our approval, in accordance with the attached conditions, to place fill in 0.19 acre of wetlands in Zone 1 and 0.21 acres of wetlands in Zone 2 of Manlers Creek in order to construct a sewer line in Wake County, as described in your revised application receives by the Division of Water Quality on April 6, 2001. After reviewing your application, we have decided that this work is covered by Gerera: Water Quality Certification Number 3289, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncvietlands. -h his Certification allows to use Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 213 .0233). In addition, you should get any other federal, state or local permits before you go aheac your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge. State Stormwater anc Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless othe-:.:se specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project. you T.:s: notify us and you may be required to send us a new application for a new certification. If the property is sold. the new owner mus: ce given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total :vetland ` s this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H 05C: For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed belov. 1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected st-_ar- buffers. 2. Unless the utility line is moved south to avoid impact to Zone 1, compensatory mitigation will be required. DWQ must be ccc ec on a written decision regarding this matter before impacts occur. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act :jithin 6C :a vs 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 Ca': ra General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its cone ors are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you hav= ar. questions, please telephone John Dorney at 919-733-9646. Sinc rely, er•T Stevens Attachment cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office File Copy Central Files North Carolina Division of Water Quality, 401 Wetlands Certification Unit, nal CH 'tom PJ.VJ - 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) -5k Z501 I- A(Etgh, QC1 2321 Crabtree Blvd.. Raleigh NC 27604-2260 (Location) - 2-7 (v t ? r i ?o a DWQ ID: 010057 CORPS ACTION ID: 200120411 NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 11) 12 - Utility Lines PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY. 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE 1. OWNER'S NAME: Town of Garner 2. MAILING ADDRESS: PO Box 446 SUBDIVISION NAME Bainbridfe CITY: Garner STATE: NC ZIP CODE: 27529 PAYMENT RECEIVED PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Bainbrige Subdivision, New Rand Road, Gamer 3. TELEPHONE NUMBER: (HOME) (WORK) (919) 772-4688 4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Mr. Frank Powell, PR Town Engineer, PO Box 446. Gamer, NC 27529 (919) 7724688 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): US Topographic Map 7.5 Minute Series; Garner Quadrangle; Scale= 1:24000 COUNTY: Wake - NEAREST TOWN: Garner SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SR 2562: New Rand Road 6. IMPACTED OR NEAREST STREAM/RIVER: Mahlers Creek RIVER BASIN: Neuse 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN: (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ® NO ? IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 200120411 (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK: 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 45 (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: zero 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: zero (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 3,500 FT AFTER: 3,500 FT WIDTH BEFORE (based on normal high water contours): 5 FT AVERAGE DEPTH BEFORE: 0.5-1 FT AFTER: 0.5-1 FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: J CONSTRUCTION OF A DAM/FLOODING: OTHER: Trenching through tributary channels to install perpendicular utility line: Excavation for parallel utility line installation mostly outside 50' buffer, and utility line aerial crossing. 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY I 1 DRAWINGS ONLY) Project consists of construction of a gravity collection system for the subdivision as well as 3,500 feet of Sewer outfall line along the Mahlers Creek Basin. A pump station will possibly be constructed to pump the wastewater into a nearby sewer collector. The decision rests upon whether the Mahlers Creek r€ avity outfall line is lengthened to serve more of the downstream basin. The construction will be achieved using backhoes and excavators. Some blasting will be required to lay the lines through rock outcroppings. 13. PURPOSE OF PROPOSED WORK: The proposed project will satisfy state law requiring that annexed areas be provided public utilities. Project completion date is Jan. 30, 2002. 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) No Wetlands 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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. DATE CONTACTED: 11/21/00 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. DATE CONTACTED 11/21/00 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES ® NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ? NO (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS SO FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Municipal Collection System SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT 4'a Pp M, OWNER'S/AGENT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). �� ;,��i ` A Rwr' f' � , S a' I -�' 1 �\�� tY�II'• + � � .. �. 1 .•�.ir'." /� . - a � �� •.-1�.111' � C r � ;�.. „/ 1 V 1. /.'xlYy J rlly_4 Y �', • ♦ `' • . K, •'I• y �1 K = jar a' . , AMR r kk y ��'M1�}��1r'w=�' 191 , -'� L ��`.., i ,�1►,, ,. , y �, '� a ,,� �;•�p,'i`fiY,a��,� . �I :t, t�MNJ+y .. ✓. ,/i.'•�'..1 •►" ���r�.'f'1 �{• I �\,, . ,�' • �� f .VIII �'� ��;'I� ..� -i •��•_ +�'.•,I,,,.�{ .. Y ��' 'r..':�=d�'4._fi.''' f ,', ��, I IyI'�E' of awl ��� d'i ; �'i . !` �a:�� r � +� •�j � ' ♦�'+�y,r. Ali/. 7�� � � `� 1I1 � � C1L.4 • a-MR,'r 44 r " �� \\ r'�•� �� •` �\ 1.� 7:. 4p��,'• rt.4 r�L.1, ;MI 9►T1+•r, h `.�'.'� I I . 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I ? . -j. fir; ,' fz, rillll/? ? ? / / :_. _.- ?. / W 0 x 0 p l \ 1 = / \ vj Y? I o ) 1/// I I 1 ? 11-41? ,,, I? a \ 50 l I I / / / \ \ I / / I \ J oo, \ \ \ \ \ III:/f? / / / / /J / i - 1 Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Dear Sir or Madam: Enclosed are seven (7) revised copies of a Pre-construction Notification Application for Nationwide Permit #12 to install utility lines in the Neuse River buffer zone of Mahlers Creek in Garner. The revised application reflects changes in the method of construction. The original application called for borings at creek crossings. The project to install a gravity sewer outfall line along Mahiers Creek consists of two open cut tributary crossings and an aerial crossing over Mahlers Creek. The tributaries flow intermittently but are depicted on the USDA Soil Survey maps. All but a small portion of the remainder of the project is outside of the 50 foot buffer zone. The project now affects 0.19 acres in the 0-30 foot buffer zone and 0.21 acres in the 30-50 foot buffer zone. The construction is adjacent to 120 linear feet of stream bank on Mahlers Creek and the two intermittent flow streams. A check for $200.00 is enclosed to pay the fees incurred for the review process. Please call me at 772-5393 should you have any questions regarding this application. Sincerely, MUNICIPAL ENGINEERING SERVICES, CO., PA Rhonda Hoffma E. Senior Engineer CC: Frank Powell, P.E., Town of Garner Re: DWQ Project No. 01-0057 J 401 Pre-construction Notification Application Bainbridge Subdivision Annexation Sewer Service wArFR OQG Michael F. Easley 67W Governor 'a 7 William G. Ross,Jr.Secretary ' -? Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality February 17, 2001 County Wake DWQ Project # 010057 APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules Mr. Frank Powell Town of Gamer Post Office Box 446 Garner, NC 27529 Dear Mr. Powell: You have our approval, in accordance -with the attached conditions, to place temporary fill material in less than 0.1 acres of wetlands or waters for the purpose of constructing a sewer line at Bainbridge subdivision New Rand Road as you described in your application dated January 31, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3288 This Certification allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. 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 send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. Si ely, rr T St vens Attachment cc: Corps of Engineers Raleigh Field Offi Raleigh DWQ Regional Office File Copy Central Files Rhonda Hoffman; Municipal Engineering -P I N D_' hM Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Wetlands/401 Unit: (919) 733-1786 Fax: (919) 733-6893 ..., . . , ....... , ..... ---...... -..._.. . r ...,.,_ January 31, 2001 Mr. John Dorney Division of Water Quality Non-Discharge Branch 401/Wetlands Unit `3'j2UUl 1621 Mail Service Center Raleigh, NC 27699 - Re: DWQ Project No. 01-0057 401 Pre-construction Notification Application Bainbridge Subdivision Annexation Sewer Service Dear Mr. Dorney: Municipal Engineering Services, Co, PA is responsible for design and permitting of the project referenced above. Mr. Powell forwarded a copy of your letter dated January 25, 2001 to our office. In response to your comments, seven copies of the section of the sewer line between stations 28+00 and 29+00 are enclosed. Seven copies of the area in question are enlarged to better see the text. Due to the mitigation requirements necessary when intruding into the 50-foot buffer zone, the 8" sewer line will be dry bored from outside Zone 2. This method of construction will eliminate impacts into the Neuse Buffer. Sincerely, MUNICIPAL ENGINEERING SERVICES, CO., PA R?" Rhonda Hoffman, Project Engineer CC: Frank Powell, P.E., Town of Garner v b SC d xo r ?7 r 1 I I ' I -- 1 1 % ?? \ •? lip 1 l t f 11 !? ! I • I 1 1 !j ? 1 i J. Ilk, V' 16 till 1 J 4 1 i O O N .b v CD ro r-I W 9 L d w t 1 1 t ; t 00 \` l `\ ti .` CL m m W l??l \V Q q Zi 9 6 .d. o? ?o N I m m ? s a v b 30 E5 + + J 'j. I I I 1 r /j I. j j / I • r 1 ??• l 1 ,A' i I I t 2y 15 i t? + + r f r r I j ?? J 4 i O O N .b N OD N ?-I G W s? d ? O H 1 1 -- L I V Nt o r- 4 64 J 1 • h i /Al 1 I ? • t t , IDAA4 4 16 bo 0 0 N .b v b0 ro G w s? a ?r 5i ?g v dt 30 O w ? ,1 - / Al 1 1000 M . / I I ? \ 2d I 15 ???? jjj - 4 . •?l \. 11 .i . 8 O O N 'b v OD p r--I C'+ W s? a N' 3 ? O ?1- L s? d N3 d? o? d? ?o ?S d 0 t I 1 1 of i% IW 1 f ? I I t2 1 I 1 / t LIZ- 1 I CA4 I 2d t5 ?? \ It O O N b G) to ?4 ro G W 9 9 d ?r o? 3 30 `3 9 ?S d s? d dt C. o? ?o ?5 r i DAA4 2ff 2A J I 1 lL Ij 1 I / , , / W i 1 1 s, b III N b v to ?4 G w ?U xo State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor Bill Ross, Secretary Kerr T. Stevens, Director r , 4 1 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES January 25, 2001 Wake County DWQ Project No. 01-0057 Frank Powell Town Engineer, Town of Garner P.O. Box -116 Garner, NC, 27529 Dear Mr. Powell: On January 17, 2001, the NC Division of Water Quality (DWQ) received your application for a 101 Water Quality Certification and Neuse Buffer Approval for the proposed Town of Garner wastewater improvements adjacent to Mahler's Creek in Wake County. In accordance with 15A NCAC 2B .0233, a thorough inspection of the site has been conducted by staff of the DWQ Central Office. Based upon our review, we have determined that parallel impacts are proposed within Zone 1 between Stations 28+00 and 29+00. Please review your plans and move the parallel impacts outside of Zone 1, and provide us revised drawings showing that no impacts will occur within Zone 1. If you still decide to pursue a design involving parallel impacts within Zone 1, mitigation will be required for those impacts. Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A NCAC 21-1.0507(h)). Thank you for your attention. If you have any questions, please contact me at (919) 733-1786. Sincerely, cc: Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File Copy Central Files 010057 Division of Water Quality • Non-Discharge Branch 401/Wetlands Unit, 1621 Mail Service Center, Raleigh, NC 27699 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer • 500% recycled/1001o post consumer paper o i oo 5 40180 S 7 n/ ED h ' i. ??'1d • ? 1 LO?I D?YQ IiD;T't CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 12 - Utility Lines PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Town of Gamer 2. MAILING ADDRESS: P.O. Box 446 SUBDIVISION NAME Bainbridge CITY: Gamer STATE: NC ZIP CODE: 27529 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Bainbrige Subdivision, New Rand Road, Garner 3. TELEPHONE NUMBER: (HOME) (WORK) (919) 7724688 4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Mr. Frcnik Powell P .E. Town Eneineer, P.O. Box 446, Garner, NC 27529 (919) 772-4688 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): U.S. Topograpluc Map 7.5 Minute Series; Garner Quadrangle; Scale= 1:24000 COUNTY: Wake - NEAREST TOWN: Gamer SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SR 2562: New Rand Road 6. IMPACTED OR NEAREST STREAM/RIVER: Mahlers Creek RIVER BASIN: Neuse 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN: (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL S' n _ MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO ® - 1T7 (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? S. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK: 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 45 (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 7.ero 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: zero (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 3,500 FT AFTER: 3,500 FT WIDTH BEFORE (based on nonnal lugh water contours): 5 FT AVERAGE DEPTH BEFORE: 0.5-1 FT AFTER: 0.5-1 FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: Boring Under Channel: Excavation for utility line installation mostly outside 50' butler. 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Project consists of constriction of a gravity collection system for the subdivision as well as 3500 feet of Sewer outfall line along the Mahlers Creek Basin. A pump station will be constnicted to pump the wastewater into the Raleigh Collection System until the gravity outfall line is lengthened to serve more of the downstream basin. Tlie constniction will be achieved using backhoes, excavators, boring machines. Some blasting will be required to lay the lines through rock outcroppings. 13. PURPOSE OF PROPOSED WORK: The proposed proiect will satisfy state law requiring that annexed areas be provided public utilities. Project completion date is Jan. 30, 2002. 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) No Wetlands 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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. DATE CONTACTED: 11 /21 /00 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. DATE CONTACTED 11/21/00 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES ® NO ? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ? NO (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential (1) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Municipal Collection System SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT ,tap PWX 1?l(,( ol OWNER'S/AGENT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). \` ?' ?. j .1 L 11 ,?•'?- ? 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N ? d o O ? ? _ s; A` Y.~ «t ..7C' .«b'.... »7;. .a^ I ~ 1117.'.'. F' i (a ~ l} - ~ ~ ~ I ~ ~l)/'~ ~ _ ~ ~ ~ ~ r ~ 1 ~ / ~ / ~ ` ~ CA I ~ l F cs~ i ~ as l ~ 1 ~ ~ i 1 tf,~ d. a' i \ ~ .V ~ ~ ~ j; ~ ~ / - ~ f ~ ~ ::.Y• ...t ' `~~.~..-~1 ~ »t1' . i c~ , ~ O ~ ~ \ u. , ~ ~ ~ . r ' ~ - ~ ',STEEL E CASEMENT PIPE, \ . - - ~ ` ~ ~ 1 \ ..n ~ / • 9 CONCREI~ PI PoAL CRQSSING n ~ ` \ 1 i~ J - i 1 ~ • ~ _ . ~ - e''~' O , P~ - - ~ _ _ ~ ' 1~ ~ ~ _ LT F'ENt~- ~::z? . . ~ - ~ - . - .SILT FENCE ti ~ N O IXl _ ~ - / ~ ':.ii: . d - 0 201EQIP,AC~ESS - - 48 E T ~ ~ E ~ / 0 28 ~ _.r--- 0 1 ~ ~ i ~ ~ ra / ~ ~ N ~ ~ - - ~ C'x" °.7 'l / ~ i T ~ ~ _ , ANC u~w N 0 u~wT x 3~ ~ ~ ~ ~ sz7 ':.v• Y: ' ~ ~ ~ ;:a:;t:• ir:•;:ti!kti / 117. b ~ ~ ~ / ~ .7 / / ~ d 1 k. sE { ~F'l. t'• GRAPHIC SCALE T a ~ ,ar t.~. # Y 4# '~n. (a~'f') ~ Horiz. 1 inch = fi0 ft~ t, Verk 1 inch = 5 ft, - - _ - ~ - ~ ---,r ' i _ - w S20 1 1 - ~ ~ - I s 315 - t ~ EIOSTMI GROUI~ p ~ ~ M , _ _ O~ rt- - _ _ _ _ btu J ~MN J _ I~ J-~rl_ _ _ _ - -----r_ - t= 3~ W 1- ' N W F- / 0 ~ ~P; 5 S10 u _ ~ - NNN N ~ ~ _ ~ - _ ~ 1. y_ c •O1W Z2 - - fT i +N- , 1-. . 305 o G - Z li. N ~ - _ 20 STEEL CASEMENT APE, r~ _ . - (92 uN. FT. I - SEE SATE DE NLS ~ - - - - 4.N - 51 _ 300 , m - 4 --t- ~ ~ r~ T I EafIST• G EXIST. CREEK Q - - - _ - - t j - _ _ g Q - _ Q i 295 2 DIP 50 , . ' _ - _ - J ~ t- t- 296 4 m ~ o o 13 m - - - a--- J ~ ° _ ~ o IW I I - Qa -rt-- i O ~ O- m - - - - 290 1 i- - _ -rt------ - fi----- Public ' D ~ / QJ / i 200 ~~fS.L Extension S tsm tp t_._._____..____-_ I - ~ TM q catwnabMaontMdon~nd -t -r- cat ~ aa~. N ' --_---I- ~ t~ t>~wr Mwn ~ Mtown an w pn. n» ma~tW,ra -t ot~twt~aot+r~noe~ w.a b ~ V V I N T I I Q - ------a--- wta~w Q p~ ~ _ _ __.1-_--.--_-_-_ H 285 E%IST. ND MAH RS RIGHT I - a m i ! I a t+7 286 ~ ~ P~ ~ l~ttM 01oMIrMM PNrtM 1 `1~~ltullt t tl1j1 G c~a w j i ~ ~ - - - - - --a----------- - - -t------ ~ -t-------__- Auhatr~lon n H ~ - - - 0 ` g~ ~ '~q ~L~ . a c~ O ; ~ 0 iy r ~ uu~ ~v F jai m rn aaic~nnara arc racck - - o - - x~ l SAL - DAZE: 11-20-2ow 280 FUTURE CONNECTION BY AERIAL CROSSING 0 CD 280 0A3 CD C ry^ ; DRWN. BY: R Joob-m . 01 N t~ 00 O t~ t' M 00 N ~f1 Qpl~ co NGINE~.~`~ tHKD. or. R HolA a 70 n N M1 O PRO= c ©q g ~p r p~ N 01 Of Cs Of Ol Ol o O N N N N N N M ~ M M ',lilHllUl!!!1~ r, U "1E. GOOM . 27+00 28+00 28+00 50+00 a 51+00 H-00 82+00 OF a AM], ' ~.v. '»Y::' :~FJ..t SFS. :.Y h7: °r:i z°r,'irc a a i ~ 3~; / ~ r. ~ ~ ~ / - - ,r. / I i..~ ; ~ _ ~ y ........r....... ~ .r ti~ ~ s{. r ~ / ~ M / I i d I i - ~ tf`~ W l I' O ! r ~ ~ 1 ~ _ \ ~ J ' ~ ~ ~ - ! - ~ ! :irw:" ~ / / ~ ~ ~ , ~ .....m ..,..r.. ..SSs'{ 'r:, i O :yX'; O • ~ '~r~:: A \ ti:: 'is'r: s ~ ~ - R1N ~ G u~+fi ~ ~ r:S i _ \ r.t, - / CASEMENT PIKE \ ~ n.rs;:` ;STEEL ~ ~ ~ 1~ - ~ / CONCRfI~ RIAL t~SING) ' ~ ~ r i ~ - ~ - - ~ r` ~1TE DETAIL' C~ ~ k • SEE t0 ~ ~ ~ . ~ ~ ~jQj(/J?~~} \ _ / ~ 1 S .....:.......u.. W...a..... ~ 1' ~ .......rr ~....r ~ ~ ~ . 6 P' ...........r::::.r y.... . ! ~J ~ 1 ~ / ................r . .r...` _ 1 - i. i f r ~ .rr .............r... r... t. ..............r.. ~ .r.. N r ) W - s--~-~ ~ ~ENe~-_ ~ V \ - . . SLIT ~ ~ ~ \ _ 'tom./^~ . ~ ~ i °v r '~-c.i•' N s ~ ,r~ o 30' SILT FEN( - N _ _ ~ r _ :1? - O. ~ L ~ ~ ~ o - - - ~ - ANC _ - - ~,n ~ ~ ~ ~ o ~ _ ~ ~ ....x - "E ~ ~ . _ d _ ~2 O ~0 1CMr.A~~S ~ , F 8g / ~ c 29.5 EAST = -E - - - ~ / 0', ~ _ r--- - _ E y _ 10 ~ ~ `xr1 ~h / ~ ~ ~ ~ i N /,i 8.6~ _ i ~ ~ ~ / 0 ~ ~ • ~ NG LIMIT / ~ ARI 111+111 N g~~/ , \ ~ ~ • i ~ ~ ~ / ~ 1 ~ ~ ~ ...................r..........r...........................r.... - ~ / - ~ GRAPHIC SCALE o ~ ~ ,ar ~ Hons. 1 inch = fi0 ft Vert 1 inch = 5 it. _ . ___r__ _ r-- - _ _ - --r _ - , _ _ _ - . - J s2o .1 ~ O J _ _ - _ _ _ _ _ _ - ---f - _ - MZ _ = WHH 3 _ _ ~ _ i d r + _L - - ---i----_..- 316 316 EIQSI EIQST~_GROI~lD - N i M • 1___ _ _ _ _.-P~4Q...... _y.___.-. _ _ _ _ _r _ _ - _ _ . _ _ _ _ _ O~ d °d - _ - - r--- N J M J' ' 1.-.__.._....~. ~i 5r...4 ~l _ `y t ~ 4 310 W ~ N ~ ~ ~ ~ _ i ~ NN ~N Q: O: ~ i " N ~ rriOiW _ ~ ZZ ~ZZ _ ----4--- - - _ ~ ~ .fN- -a--- - - ~ 306 ~ W - ~ _ _ _ _ l,~ 306 Vii` ~ , Q - Z 20 STEEL CASEMENT PIPE ~ ~ (92 UN. FT. 4.N m _ _ _ _ . _ . _ _ _ _ _ - - ___fi- SEE ATE DE AILS - + o _ _ _ _ _ _ _ 5~ 300 m EXIST. Q EXIST. CREEK lE . . T ~ _ _ _ ~ _ _ _ - - T _ . _ . Z Q Q L -7 _____.---s_.. - - J ~ - - -r- - ~ _1. _ . _ - -.r. _ - - r-- Q. 296 p 296 2 DIP SS 50 3 -.l F- m " _ - _ _ l____ - Q Q m - - - -r _ , I- o _ ~ -rt ~ ~ .I ~ _ - - - - O W O W W - * ~ -t Public + 290 1 290 cp Se+~r CoiI~E4i~! Extension ~,ystern 0 ~ ~ _ I ~ t--- - - - t +ro-- The GA' a wNipn oa,anb a ~ axM»cMOn end extension a the N j City's public aww system n shown an tt~ie plr?. The nr1MW end m cn ~ < ~ - - - _ _ _ _ - _ ---t- - - _ --r--- Caralntcdon mstflods used for tAh ~ shs~M codam b the vrolea Q ~ _t - _ - - - --------r----- atsutduds end Ipedtiatian a ~ City's Pubfic Utli~ss I1entDook. ~ - - _ - t - - - - o Q _ a - + ~y ~ htJ z 285 EXIST. OUND MAH S EK RIGHT i H 286 ~ unttn < PtIbIfC Imes DeperMnsnt Perth s t,t~~ o I ' j Q I m - w - _ . _ . _ i AUIFgIIbsOn b . ••r»~•a o q~ 0 ~ , f oMe . - --__-------t---------- c~ r--- FUTURE CONNECTION BY AERIAL CROSSING 280 280 DRWN. BY: R. Jwksm (=1 0 CD ~N CHKD. BY: a HoIN'non p~ O~ N I-- 00 O 1'~ M~ M f 09 00 h N M O rrr! ~!p 8 "'o, PROJECT NWM9ER to cn O cco~ Lo bi p ~i ~ U") 0) cn O Op j Q~ r!!!lI1111!l~~~ rYj M M G OW aj N N N N N N M j QRAW116 NO. SET NQ 51+00 Of'3 6 of ,s- DIVISION A 84}00 32+00 35+00 27+00 28+00 29+00 50+00 a ~is•:r r ~r „t~.~ ~.,q»s ..SCl.; :Y if ~:14:Y.''Y».:.y~'..;, ~ «.7t~.91 ::L.'Y:.. ~K4 ~fs .".ti c r , N~.'. ~ ~ t 'tins _ . C~ , - a _ _ ~ ~ . ~ d 1 I ~~il / ~ _ ~ i... ~ ~ _ O l ~ ~ i' ~ ~ ~ _ ~ ~ ~ ~ ~ R :r~ / / . 1 .F:. ~ - ~ ~ / ;i; / ~ - ~ / ~ ~ ;t ~ , l ~ x~M~` . . . , , . _ _ _ - - - ~ / _ - »•'r. ~ °s,. _ , .a i ~ ~ _ _ U , ,...:t., . ~ .r M 1N~ ~ t / , ~ : ~ \ r,:~~. P~ ;~.::;:-F:' _ pC U~ ~ . , \ ~ '~:a: _ _ - , - , ' STEEL EpCASEIIIENT PIPE, A . __i ~ \ . / CONCREIf PI AL CRO~ING~ ' TI ~ ~ DETAILS ~ ' ~ - .w n i 7 ~ _ . h y . ! ~ ~ ......w,. ~ : _ ~1 ` ~ ~ ..~w_ _ sa _ ~ ~ A ' - J ~ ~ J "vV / (JI / 1 I, \ i.~~ /fir. .'a.. _ ~ - .~....r.... ~ r. - - - a~:3 _ { ...:::.i r........, ~ ~ ~ 9 - . . (~1 , 60' , V~ _ - _ Z ~ Q ~4 ~Y61~IL-+i~.' ~ .71 ra' _ o o - - - - 33+00 V ~ ~ ~ 6 ~ ~ - _ 0 1 20 TEMP,A S$ ~M ~ / ~ F ~ Ea t 0 28.48 _ - ~ - E ~ t-- - E ~ 10 / Q ~ / ~ A _ N _ 0 ~ ~ ~ ~ ~ MIT ~ _ , ARING U N MIT :x ~ ~ ~ ..............................................:Y:.Y::::~.~ ~ ~ ~ ~ ..r ;r ~ ~ i ~ a: r ~ / ~ I ~ h; ~ GRAPHIC SCALE o ~ ,ar ~ (~~'1') Hons. 1 inch = 50 ft Vert, 1 inch = 5 ft - - - - _ _ _ _ _ - - a _ _ _ _ _ ot, _ _ _ - - - _ _ _ _ _ _ - _ j-- _ -M--- ~7G V _ _ M?~ d~~ j a~ _ _ I+ V W 815 _ ~ Ef~S _ _ _ - _ . _ - - - - . , _ _ _ _rt_ - N I ~ EXIS GROUND ~ O _ _ _ t _ _ _ _ ~ _w _ - - - - O ~ + - LL - - - - - t „ n~ NJ ~ NJ ~ ~ C V~ ~ WI- ' NCVW~" o ~ S10 Y ~ of r- ~ - - _ - ~ - - _ _ J~. rUO NN ~ Q'~ W ~ ~ t- - _ _ - c ~Oi Z2 tA~ZZ ' o - - - _ _ - - - - - _ _ . - _ . a _ GJ ~ I+N - _ _ _ - . _ i _ _ _ _ - _ _ - ~ - _ - - + QA5 W p W/ N Z i M ~ o: _ 20 STEEL CASEIr~NT PIPE, ~F p , Q - _ _ m (92 UN. FT. _ i f__- SEE ATE DE ASS ' o ~ _ 5~~ _ _ _ - _ ~ -i---_._----__ _ p m / - r - Z ~ T EAST. EAST. ND K Q CREE - _ _ ~ - - f - _ - - - - - - - _ _ _ _ _ _ i' - _ _ Q D 285 2, aP sS 50 , - J ~ 296 4 ~ _ _ Y_ _ _ . _ _ 13 - J _ ~ _ _ r - _ _ - -~L Q d 0 1~ _ ' - - 00 . _ I W _ - - ~R ~ - 1_ 0 ~~7` W - fi-- . _ _ _ _ PUbIiC 290 2 ~ D 290 ~ J wer Golleawr' ~ E~t~~Ystem tp CO i - _ . _ try aiecor~ctlonaa~efondme N ,TM a b Q i - try's pudic ~wr ~ a a+oNm an ~ phn. the m~uwiN and > _ _ - - _ - ~ - _ - m ~~yy Co~fruction rt~gAi tad br tlAa D?~ NrN Oonlorm b kN V. O X V V U - - - _ ._.r. _ - . _ _ _ . >gendtrdt lord fplcihcaDOns d be Gry s PubNc UN~ Fhu~coic. Z - _ _ - - a 285 ~ EXIST. gROUND irIAH RS EEK RIGHT ~ a 286 ~ ~ ~ W Pudk UMMitt ' N ~ i Deperor?en1 PertrMt ,~wu ~u~,,, m _ _T j w Audio~on b ' - - _ _ 4 , a ; _ ow Q~ t ~0' wu iuv r ~a~ m rn croWC nTUro rnu rorrv n..n~~~~ iwm. a~~. w~.w iv ~n vniu~ sul ~n~ua~ - - - - - - - t EAL .;yt DATE: 11-20*t 0 2 FUTURE CONNECTION BY AERIAL CROSSING - - - 80 0 280 0~ 4 ' DR!t. BY: R. Awk" ? tiN CIS. R. Of N I~ a0 O t~ M M d 00 n GlN~• BY Hen PROS= wimmat psi Obi M 0~7 Obi O~1 0~o p N N N N N N M M M M ~lrNsell C1iUMiG MQ ~r U 27+00 28+00 20+00 30+00 31+00 a W 82+00 8'8#00 s , 6 of b Nom. . » r.:.~trn:~»: " ~1:'~ ::Y.: µ.'.:'•.":7.'"::.Q.1:. • ..wY. t:Yµ~: ::~.i .7^ ~ A:µ.: °^y . •iti": sN :~t~ ~ ".$s$c 1 1 ~ ~ ~ ~~:r ? ~ ~:i L~ a p / I w ~ / . , ~d I i ~ I f tP / ` i O ~ / d ~ / ~ a'i! ! ~ ~ I ~ 5 \ ,17K: ~ / a ~ r 4 / - _ . _ . _ i~ r - - _ , ; - -1~ . . , . . ~ _ - - - .r~ / ~ ' S E SEYENT PI _ ~ - - - ~ ~ TEEI pCA ~ . - / ' _ - _ ~ T ~ ' ~ \ ~ _ , 2~ , / , ' CONCREIts PI AL CRD%IMGr" r.~- . _ _ / - - '.'f 11 ~ - i// ~ V.~~ ~ n 7:-. r- .n. - p . ...,,r. ,i \ f ~ . A~ _ , _ . _ ~ ~ 1 ~ f . ..y....r - - ..Wr. - _ ........mr.........~....r ....a......u ,.u. ~ ~ ice;..--~~ ."'T•r. ~ - _ _ _ 1 T.r .ir rw.. _ _ ~ ...-.c. , - 1 r ~ ~ , • - Nom` - / - 11Jr~ - - - u: o, ~ - a - ~ r ~ z , ~ ~ ~ . • a t~ 30' S~. yy T N _ _ - / ~ ,n - J, ~ ~ o ~ ~ _ ~ , _ J , - .x-~ -x x T 0 20 TEYP,ACf~SS / ~ F ~ ~ / I~ E T 0 28.48 ~ - -E - -E-~- 10 c ~ N / ~ ~ ~ fir' - N ~ 0 i n~~~ ~p~~ ~ 5di ~ ~ ~ 1~I1T _ - ARING U N r 1T 3~~ ~ ~ ~ ~ ~ ~ / 1 / ~ ~ j ~ _ \ - ~ 4 Y GRAPHIC SCALE a ~ ~ ~ ~ ,f: ° '<'9 (~~'i') ~'is. 1 inch = 50 ft, Vert. 1 inch = 5 ft. S _ ----------t.. _ _ - _ - - r _ - r- - - . - _-I- ~ ~ t ----t r ----------r- ----~c - - _ _ _ . _ _ _ ---i---. _ ~ ~ -f - _ err t-- - _ _ _ - _t 320 _ _-_r.___ - - M=~ - -a - ~HH - - t _ _ - - Qtr _ _ _ _ - ----J-------- ~ ~7 R7 ~ _ EX1ST~1 ~ o I M - - EXIST~1 GROUt~q - _ _ . _ . _ _ _ _ . D , f _ - - _ _ _ _ _ - - - - i____ d , j N • J ~ J _ - _ J-~d--_ __t c S~ W N ~ (V / O ~ ~ s~ u~ + Y ~ ~ ~ N N a ~ - - - ~ i i ------J---------- -------___-~"-'s- - N ~ Z Z...._ _i - & Z ~ - ~---t-- ~ M Oi O _ _ W „J --f - _ _-.a. _ ----.~__.__t --t--- _ _ - 0p q a ~ i I 0 305 i ~ S06 ~ N ~ it ? Z0~ STEEI ASEYENT PIPE ~ O i - -----r- m ~ (92 UN. FT. . _ 1 _ ~ N SEE ~lE DE AILS - o ,r 51 _ Cl ~ _ _ _ _ 300 m _ EXIST. T i I Q EXIST CREEK - - - - ~ _ - _ ~ .___-_/.J~-_-.__. ~ ~ C _ - _ - L - ' 7 . ! . - -_~.~_~_r Q ~ Q ~ . Y._ _._~_--~.i-_ - . I ' I 'i I J ~ t.._.___.__._._ 3 296 2 DrP ~ ~ _ - - - -f-- - _ _ _ ~ ~ ~ ~ ~ O ' .,,I 1-- J 3~ - _ _ _ __1~ _ - - . _ m 11 _ - _ . _ - ---i- - to o ~ ~f, - ~ - Ptr~lic ~ + 290 ~ 3 290 1 ~ ~ i VJ O m ~ ~ i - _ - ---------t- ~ 4 ----------t--------- - rn~ cry a ran a bm~ aon¦w.~n~rio~,a,ns N w X CMy'a pubNc t~ a erowm on ihi! ~ISn. TM ms1wN~ end ~ fbrotucYOn nNthods used br This project shel oordam b M» Q 0 U N U U ~ - ._-.__l r----------- - _ t-- fi-- H aariauas ~ spsdNato~ a ttw Cbga Public tie Mmmook. i m ---t--------- ~ Z 285 ~ EXIST. OINVD M RS EEK RIGfIT ~ - a 286 ah'a+~l' ~ R W P ~ ~+nr < ubNclltlNiMOep~rti»eniPemrtr ~~ti~~i~ ~ m ~ - - _ _ _ ~------1- t-------- ~ i H CARp~ w i, Mitl~oriullan a ~ . i ~ p - ; DES p , , a _ _ - _ _ _ _ - - , - - t- uu wv c oa rn rn nruro nnc rorrv Q r ice:; ~ Mill' In T' 40 1 NV 1 V AGl L V MLn JHJL N\LL.n o _ FUTURE CONNECTION BY AERIAL CROSSING 1 a - UAW ii-xu-guuu rt fi-- 280 280 DRYMI. BY: R. Jocta 0 Ch ~N CHKD. BY: R. Helhr?ari O~ N I~ 47 Cl h M M Id' DO r N M Co 4QA B ?P PROJECT M~MIER N vii om 00 vii Hmi 8! puip cu N N N N N N M M M M GOOM ORAMN6 NO. 91~ET MO U 27+00 28+00 29+00 30+00 31+00 DIVISION A r . (~3 )o s~o 3a+vo ~ of 28 a 7:,.;.,.. ,...,x,; rri iivia :=rs:, y:, 7s:; H.Y."` "x~.7,~ '•:t'.w...~ ~~7:: .Y~. W:n.., - t :'ll ~ ~ ~ ~ ws N. :"~'f~t 1 ~ ~ e ~ r ~ / / ~ ~ _ / - . p / , I ~ - . - _ r... _ ca d t { F.~ - fA I 1. ` ~ I - _ .7: .1~. d. ~ I' 1 ~ ~ ~ a j L. - G / i ~ ^ \ ^'UL .fir ~ ~ i ,i ~ ~ ~ ~ . 7 I ~ J° ~ / ~ r..y,...~, ~ ( ~ ~ ~ ~ \ ~ ..:t.. ~ "'x:: ~ ~ ~ o ~ , . ~ f «t . G UM t ~t t.: z ~ _ \ y" r ~ •q.~ I r • ~ 1 i ny.. M1.~ r3 / 1' • 'STEEL E~iCASEt~ENT PIKE A - ~ C0NCRE1~ PI AL CRDS~NG ~d ~ . S ?iif:~ N ? - . xn. .,~~....r... s., 1 r,':: _ , ~ _ _ ti ~ _ k ~ ~ ~ ~ ~ i ~ % yam: ~ ~ j.,. i rr .T y _ _ ~ _ k. a ~ _ _ I~ 4 ~ ~ - - ; ~ -r SST ~ FENCE ~~x . 90' _ _ _S~.T_ N ~ ~ti, - . O, _ _ ~ ~ =-E X--x ~ - ~ :'r':. . . - - d - - ~ 88 -X _ 0 20 TEfrIP,ACCESS i. ~ / 0 28.48 EAS~RT 't. _~.r.-- Ey 10 _ ° ~.:f: ~ ~ ~ ~ ~ N i i ~ ~ 0 ~ - p i iiai lA ~ s ~'~'iw:r ~ i t1~IT i ~ _ , ARING u~T 0 N ~ i \ ~ ~ s:.. ::w.. iii' ::ti^. ~ ~ K"si:z 1 ~ ~ t.. GRAPHIC SCALE . , o ~ ,ar ~ il Horiz. 1 inch = 50 !G Vert. 1 inch = 5 if. -i t--- - o, • I I - Q a p 20 J M ? - _ _ _ _ - - - t.- ~H~ > 315 E1gS11 E~gS (MOUND ~ ~ N M _d ~ ~ v, l_ ~ - _ _ _ _ N J _ _ _y_.._ _ _ _ Ii;... C NJ . ~ ChM 1 4 c 3~ W F- i CV (V W F' / Y~ o Z Y ~ _ _ _ - - _ _ ~ NNN - _ ~0: ~ mod' ' Ki oiW ~ z z cn a ? ? I'-- o _ _ _ _ - - _ _ _ _ _ - - _ - _ _ - 1 . _ _ _ _ _ _ , _ - - _ , J 305 W of °p ~ z ' plp ; ~ o: _ 20 STEEL ASE~tENT E! a4 Q _ _ _ _ - ~ - _ (92 UN. FT. i _ _ _ - - - - - f _ _ - H ~ SEE ATE DE AILS - - - 4 N O ~ _ - 51 4 300 ~ , m EXIST. '~C EXIST. GR D G2EE}( _ - _ _ 6 j - . . _ T . _ - - - - r---= Q Q l.'' ,,.i ~ 3 295 2 DIP SS 50 ~ . _ . _ r _ _ _ _ 4 295 D 0 m o ~ ~ _ - _ _ - Y _ _ J 1~3. ~ _ _ _ ao 1 _ _ _ - fit- . _ _ _ _ - - _ _ Q d o ~ _ _ _ _r--_.____.._._-. - - :3~ p OW O~W ~W ~ : - ~-1-- ~ ,L, . _ _ Public ~ + 3 290 wer CoIIt3c~on,J Exten~on System O ~ m _ _ Ci~ls p~ilc eewa eyetem ~ shown m Mtis pten. The mu~e1 ~d ' a _ _ - - 0 _ _ _ - Conslnxtion n wee br this ehN~ ooMorm to au r Q `l' c.~ ~n c~ v _ ~_RE$TPANED _ _ _ ~ _ _ _ _ . . . _ _ __f _ . _ ; - a~endarda uro eoemnaoona d rie cittrs Pubk Ul~ees Her~ook. H m _ t/~ 286 a ~ ~,J z 2S5 ~ EXIST. G~OUND ~ RS EEK RIGHT 4 P ~ ~n+ur < ubNc Utl~es OeplNtnllnt Pemat N ,~<<~~ c CO Q W Z - _ _ { AuUgritaMon ~ ~ , i Q 11111 1\I\/ rl ~f0~ M TA [YR 1------ ~ r)QP r, nnire nnr norcv MIR' mr. Ll' coi.w iv ZIcrt L VIMIN 34UL .nun 280 FUTURE CONNECTION BY AERIAL CROSSING 0 280 oz DRMM. BY: R. JodoOn 0 CD CFACD. BY. R. Hoff wr? %NGIN' v of N I~ cq O n M d 00 00 P N M O X1,0iii oA B. PRACT amot W) Of Obi ~ Of N p Obi p~ cu m N N N N N M ~ iJi1111N11~t r ~ M pn ^ D V f U 27+00 28+00 28+00 30+00 31+00 DIVISION A 52+00 33+00 OF3 6 c8 11+00 a 'ix~: fir. ,t7?y' Y ~7.:.C:.^..7.'.'.'... yy~~ ~~:~t......».;4i:.:.::»A .:1::t7::; o ~q~.~.L..,.. ':,tiSr• ~ ~ , ~ ~ i i ~ ~:V'~'µ il;~ . O / ~ / ~ / ~ ~ ~ «:i~ _ . ~r.. . d W ~•i ~ / cs ~ . , ~ \4 ~ = ~ ~ ~ _ ~ - - - ~ _ / ~ - ~ - _ ~ Ax , i i \ ti{tii 7/; ~ ~ i ~J .•t~ O 1 ~ .3:: µ1T i ~ : /,i• M ~ - - - - :ii:~a .'{t'«'r CAE UW i~.,•. ~ ~ 'i''re CE , ` " STEEL E CASEMENT PIPE. . . . / _ 1 ~ A CONCRETE PIE RIAL CROSSING - ' ~ ~p ONS~ o ~ ' _ o PR~ ~~~jE DETNL`~ ~ -r,- - ` \ . .i"~~. , :1Z / C1 ~ ~ ~ : ~ / . 6 + v: ~ ~ .x. .y.. . .A.. ............u, w. u i r :4 ~ ~ -~IQ i _ ~.4 _ \ ~ ` . . i Iu~" .r , ....y l ~lT _ , ~ r --_.y z ~ O (~~~R~~ ~~~A ~M 30'...8 ~ - , _ ti !-~F _ _ BEN 4~ ...I P. 30 SILT ' TF ~ N . - ~ _ _ IING 11f~IT i _ ~ d - mss:. _ _ 9v ~ -X x--x,~,_,__x _X o , -,4.--.--x ~ 20 TEIIP,AC~`ESS ~ \ ' / F ~ , ~ ~ ~ 0 28.8 EAS~IdEIVT ~•`•a~ ~p-, i / / ~ 1+00 t / - - ~ - E ~ _ ~p ~ ~ \ i 8.~. A i N , ~ ~ i N ~0 _ - - - ~ J ' Y'N' '1 / N ' p' ~ - - ARING lJMil 9~~ BARING IJIrIIT D~ Q.~EA r~ ~ ~ ~ ~ ~ ..1 ..Y.: ~ ~ 1 ~ ~ . S / »,A, :1K'. 57:: 1:F:1::~:. F: GRAPHIC SCALE S, <l ~ . 700' y: ,a"s (>N>~r) 1 lIICh = 50 !k Verk 1 inch = 5 tk - - - - . . - i i - - , _ - - _ - _t_ - ~ - -_-----1 , - - _ ~o 320 . . i - t-- _ - ~ Z ~ i - _ ---.-._..-------r-. _ - _ ~ _ _ ~.1HF- _ ~ _ _ --t - - _ _ - _ _ _ _ _ _ 3 _ ~ 1V _ 3q N O~ - - E)aS GROUND _ O _ _ N J Nit - _ _ _ . _ _ - J Gal- _ + - J - - _ _ _ _ _ - - - cn v IV _ ~ - - ~ - Y W~ ~ NfVWH ~ 310 _ ~ 2 + - _ _ - - - - - - NNN N W~ - _ _ _ - _ t-- _ _ c / - _ ~ In~ZZ o q r _ _ r J - - _ _ l+t! n~ v N~Z " 305 _ _ 20 STEEI CA~MENT PIPE 00 4, _ ~ ~ (92 UN. FT. -r- _ _ _ _ f , _ O - SEE SITE DE AILS ~ _ - _ 3~r- - - 4 op - ~ 5~ 1~ 4N , _ - a'-~vc 300 _ _ _ _ _ _ _ - - - - ,t; _ - oo _ ~ L _ _ R _ - - - EIgST. C>R ND CRE K ~ E LEF ~ j - e - . s _ - _ _ _ _ _ . . - _ l _ . n _ _ ~ Z Q 2 DIP ASS 50 ~ _ _ _ _ 286 _ _ _ - ~ - ~ + _ _ A~ .,,1 ~ 296 4 - _ _ - _ _ _ r i - tJ - ~ _ _ - - - _ G~ - _ ~ + - k. -J _ _ _ ' O~ lv j O~ ~ ~ ~j _ J _ _ , 280 _ _ _ - - _ - - - - L _ ~.j' -t-_ - _ O _ - . - _ 290 _ Public _ - - - - i_ _ _ ~ _ _ - - - 4 ' ~ - F- _ _ r - - nl. a r~ ~ pry RaNpn ca»en~ w M carrcYon ra.xtrMwon d me v ~ _ _ _ _ . qiy~ p~c ~r ~ ter, ~ ~ , N _ _ _ plan. TM IrMNrid ~fld ~ - - - _ j---- . - ' } ~ Cagtudlonnl~ wad br 1114 m . _ _ - - prof a1~1 oornfam b ~ - , - _ - _ _ - awgarda and -r _ _ Q 286 ~ ~ E%IST. OUND MAH RS __EEK RK~iT Wa~kaAOrls d dta Gty s Public UN1fae Hafx>~ook. Q - Q 286 ~a w - - - Z - - - - _ - - - PubMc l1Y~at W 7 , 11911U a + - - - ~ _ _ Alratlontallon ~ ~r~~ GA1Z0( ~ - i MIN. INV. E 281.00 TO SERE OTHER SIDE CREEK - ~ - - - - ~ ____-t-- _ _ r__._----__ nr. ~l/ 0/ CD 280 FUTURE C110N BY AL CROSSING C-D aNi ~ N n oD d0 sc L~V 280 DATE: DiiNM. BY R ao N CHKD.6~ R. O CD Lo c" pp l M d N N N N N N ",$'A, ftffimw % /l llllllllit31+W 32+00 DR,A> 1~,1, SET C.J 27+00 28+00 29+00 9000 31+00 Q , pA 0 ' ~ ? :s.~ ~teist ~.y.:x r 751. °.T' {:U. °S::S::. :'w." ~ ':3' ~ .~Y ` ~ ~ ~ Y'jY. a ~ i ~ ~ ~ , i ti~ ( ~ ~ / c d I I ~ ~ ~ ~ ~ 1 ~ / ~ .f ~ ':3:: / ~ ~ \ C ~ ~ •SS'; ~ / i ~ , _ \ ~ tea,:; / , - ~ o o ~ N~ ~ - ~ i ~ J : ~ - hTEEL ENCASEMENT PIPE.. \ ~1 ~ ~ \ C4. , tRP~ - ~ , ~ / CONCREI~ PIE RIAL CRO~INC) .i EN \ a . ~i ~ _ ~ _ ' T'( ~ DETAIL ~ O 7 ~ ~ r t .,,~,....1, ' o PR . 1' ':x.:....c - : ~F. , ~ . ~ iiiti' J ~ , ....r r _ _ - 1 ~ . .z / ~ . - -'1 ~ ~ ~ - ~ - ~ ~ ~ . ~ f 6i i x X69. ~ 1 \ ~ . _ ~ , - • . _ ~ C , i O ~ ~ , ~ r T ~ENt~_- . ~ ~ \ . . y ~ ~ ~ ~ ~ ~ ~ ~ , 30' _ P. STL1 _ ~ . ~ o _ Nc ~.;r~ , 'b. _ 33+ 0 Y ~ = . 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J m _ 11 r OIW OI~ I~ - _ r - 3 / I 290 1,' j' - Pt~fic ~ ' 2a0 ~ Sewer Collection / Exten~n Svstem VJ O LD l to , Q I _ TIN ary a qW~ cans«m b tl+. aoenedlon and lion a me qys pu0pc ~n ~ dawn on ti pMn. T?» new ~d m W X -Y -1~- ~ v I ~ ~ c.~ _ - - fbnMrodlDn ~M1od:J wrad br M~ p~ NW oonlorm b ttu Q n - - . _ _ - _ - - - - a~ ra .nom a cny~s PubMc uwwe F1r,dboo~c. m - - - - U) 286 a nr~+pi, ~ ~ W Z 286 E1uST. GrROUND MAH S EEK RIGHT d PYbYC (JY1dN DIp~tMrrlnt PNtnt t `,~ti~u rrr''ri c v 1 m _ _ . - _ _ _---a---------- Q i AIAhOfft~0111D a ~ w t-- Z a - - p~ ~p ~ ~ f, I . SCALE: _ SQ' r- QQ- ~ b~,. IIIN. INV. E 281.00 TO SER'4E OTHER SIDE CREEK co 280 FUTURE CONNECTION BY AERIAL CROSSING 0 0 280 DRWN. BY: R. Jodu n s r HG1N Is CF~CD. 8Y: R. Hoflindi o Os N I~ 00 O M M 00 I~ W) co t. N n c Oq ) PROJECt NUMBER cn m Obi O Ol Os Ocu N N M N N N N "fit r7 G00086 OMM16 NQ 9#ET' Nf? t_J 27+00 28+00 29-" 50+00 54+00 a DIVISION A ~ 3+00 33+W 3 OF of DO L