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HomeMy WebLinkAbout20001134 Ver 1_COMPLETE FILE_20000830U State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES January 4, 2001 Davidson County DWQ Project # 001134 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Todd Yates Model Home Co. Post office Box 1259 Denton, NC 27239 Dear Mr. Yates: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 130 linear feet of streams for the purpose of constructing road crossings at Whispering Oaks subdivision at your development on SR 2113 as described in your application dated October 3, 2000 as shown on December I, 2000 site plan. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3287. This certification allows you to use Nationwide Permit Number 39 whcn the Corps of Engineers issues it. 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 Water shed regulations. 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 except as modified below. If you chang- your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be gisen a copy of this 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) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams and on all lots within 30 feet of these streams to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). 2. Any future road or driveway crossings must be bridges or bottom less culverts. 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. 276 1 1-7447. 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 Domey at 919-733-9646. Rcl Attachment Cc: Corps of Engineers Raleigh Field Office Winston-Salem DWQ Regional Office File copy Central Files Robert Russell; Associated Surveying & Engineering Division of Water Quality • Wetlands/401 Unit 1621 Mail Service Center • Raleigh NC 27669-1621 • Telephone 919-733-1786 • FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director DWQ Project No.: County: _ Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer.It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans . and specifications, and other supporting materials. Signature: Date: If this project was designed by a Certified Professional I, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date Division of Water Quality • Wetlands/401 Unit 1621 Mail Service Center • Raleigh NC 27669-1621 • Telephone 919-733-1786 • FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES MEMORANDUM TO: John Dorney Regional Contact: Jennifer Frye Non-Discharge Branch WO Supervisor: 1 arry Coble Date: ??/1 RiOp SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Model Home Co. Project Number 00 1134 Recvd From APP Received Date 8/30/00 Project Type residential Recvd By Region 9/8/2000 County Davidson County2 Region Winston-Salem Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. supp. Basin Req. Req. 39 Stre,im P-7 O N 13 2 1-1-1 WSIII F- 30,709. 102.00 Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y *N Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant? (0 Y O N Is Mitigation required? O Y O N Recommendation: O Issue 0 Issue/fond O Deny Provided by Region: Latitude (ddmmss) 354736 Longitude (ddmmss) 800803 Comments: The WSRO recommends that this WO Gertification be issued with the followlna condlfiow ** Deed restrictions must be placed on remaining lots per WS rules (30' vegetative buffers) and future drive ???ay cros?ina(s)These future crossings must be either bridges or bottomless arch culverts (The buffers and future driveway information are shown and outlined on 12/1/00 site development plamLhowever. deed restrictions/covenants should still be req uirP ) cc: Regional Office Central Office Page Number 1 Facility Name Model Home Co. County Davidson Project Number 00 1134 Regional Contact: Jennifer Frye Date: 12/18/2000 Comments (continued from page 1): cc: Regional Office Page Number 2 Central Office October 16, 2000 Certified Mail 7099 3220 0006 8502 5103 Return Receint Requested Mr. Mark Klass 116 West Center Street P. O. Box 1343 Lexington, NC 27292 SUBJECT: Model Home Co. DWQ Project #00 1134 Davidson County Dear Mr. Klass: This Office is in receipt of the additional information supplied by your engineer, Robert Russell, concerning your plans to discharge fill material into approximately 130 linear feet of an unnamed tributary to Brier Creek, Yadkin-Pee Dee River Basin, Class WS-III waters, Davidson County. However, our concerns outlined in (1) and (2) of the September 8, 2000 letter have not been adequately addressed. Please provide documentation, such as alternative designs, economic analysis, etc., which demonstrates that no practical alternative exists. Moreover, it is still unclear whether or not the access road encroaches upon the 30 foot vegetative buffer, required pursuant 15A NCAC 2B .0215. In addition, what is the linear footage of impact for each of the crossings? Are the crossings identical in design and impact? What is the length of stream impacted by the culverts? Rip-rap? The Division appreciates your efforts to address our concerns and will continue to place your project on hold until we receive the additional information. If you have any questions regarding this matter, please contact Mrs. Jennifer Frye or myself at (336) 771-4600. Sincerely, Larry D. Coble WQ Regional Supervisor cc: Raleigh Field Office, US Army Corps of Engineers Wilmington Office, US Army Corps of Engineers Wetlands/401 Unit Central Office Central Files WSRO AsuclateA SurY®lllna a Eneluearlet PC 108 State Street - Lower Level - Greensboro, N.C. 27408 Phone 336-574-0722 - Fax 336-574-0723 Civil Engineering and Land Surveying Lary D. Coble WQ Regional Supervisor Division of Water Quality 585 Waughton Street Winston-Salem, N.C. 27107 i ?.A n-WATT°? Ref: Model Home Co., Davidson County DWQ Project #00 1134 September 19, 2000 Mr. Coble, Please find attached an additional copy of the application for the above referenced project along with a full set of plans for the project. We have also attached a portion of the Surveyors work map which indicates that the amount of land acceptable for use in an onsite sewage system is very limited. The location of the usable soils has dictated the placement of the road and has limited our flexibility in design. You will also note that there is a second road (Lee Black Road - SR 2113) located to the east of the property. We have investigated using this road as an entrance for the property but this was disallowed because of the severity of the curve and the limited sight distance available. We hope that this information will be helpful in your review of this project Sincerely, Robert K. Russell, PE PLS cc: John R. Dorney 4401 Reedy Creek Road Raleigh, NC 27607 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 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 SE![D THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE CF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE :;ZNT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET) PLEASE PRINT. M 1 OWNERS NAME : 0 MAILING ADDRESS SUBDIVISION NAME: \j,\S C?[1 G CITY: 0 STATE: N?L ZIP CODE: PROJECT LOCATION ADDRESS, IVCLU}D_I `SUBDIVISION NAME ( F D?I'FF SRENT FROM MAILING ADDRESS ABOVE) QC?\ ? - OME) - (WORK): : TELEPHONE NUMBER (H 4. IF APPLICABLE: AGENT' N OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER LOCATION OF WORK (PROVIDE ? '-f-AP, AERIAL PH?OOTOG PHY WITH SCALE) : Xl\?\ On COUNTY: SPECIFIC LOCATION (INCLUDE ROAD ?REFERABL`I A COPY OF USGS TOPOGRAPHIC MAP OR NEAREST TOWN OR CITY NUMBERS, LA1I1DM.=R.KS, ETC T cs) IMPACTED OR NEAREST STREAM, I'?E. l (\(\?(?\?l 't ?? A co-(Ck? R'. t\ rtC,nc?] RIVER BASIN: /q. IS PROJECT LOCATED NEAR WA-ER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA) , HIGH QUALITY WATERS =QiW) , OUTSTANDING RESOURCE WA- _-'RS (ORW) , WATER SUPPLY (WS-I OR WS-II)? YES ( ] NO (X] IF YES, EXPLAIN: 7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT ARE OF ENVIRONMENTAL CONCERN (AEC) ? YES ( ] NO ( Xl 7c. 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: 8a. HAVE A.ti! SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( ; NO (X1 IF YES, PROVIDE ACTION I. D. NUMBER OF PREVIOUS PERMIT AND ANY ADDIT:C`fAL INFORMATION (INCL=,E PHOTOCOPY OF 401 CERTIFICATION) : 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ( j NO (x) IF YES, DESCRIBE ANTICIPATED WORK: 9A. EST:M:,- D TOTAL NUMBER OF ACRES IN TRACT OF LAND: zo - 93. ES'CI:1.","ED TOTAL NUMBER OF AC?.ES C' WETLANDS LOCATED ON PROJEC'" SITE: 10A. NUM's :;'. OF ACRES OF WETLAND BY THE PROPOSED PROJECT BY: L' [ L IG : E:CC A'jAT I ON : ['LOc' D1G: -_THER: O -'OTAL ACRES TO BE IMPACTED: 10B. ( L) :",REAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE 0[3`. %JCE BOTH BEFORE AND A-7--ER RELOCATION) 4 ? L I:NG A BEFORE: ?m'? = AFTER: 1 , (` (,(Ge `,??e? FT 'WILDBEFORE (based on nor-al high water contours) : <_1 U(11 It- FT 'WI CD'"" AFTER: y-l& C``(- ,'G'nkO,( FT L AVERAGE DEPTH BEFORE: ?aCY12 FT AFTER: (tom ` FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 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: 8?" x 11" DRAWINGS ONLY) : N A 13. PURPOSE OF PROPOSED WORK: T?`\\0.?0<1 G? ?1?'\\? ?? \G( \v? \,A- ?l??o C?1v 1 S1 O 14. STATE RT-AXNS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT /IN WETLADIDS . (INCLUDE ANY MEASURES TAKEN TO MIN::4:ZE WETLAND IMPACTS) : oj1 fv lc YOU NLZ2 -?EQUIRED TO CONTACT E STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGEN(:'C V?DRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PER:44.'" :-\ EA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE k:C*V'ACTED: `V\ C, 16. DOES 'Mi" PROJECT :?v-OL-;E A?I E::PE=1D:T'JRE prJELIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [ ] NO ( ? ] (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOC,.?LENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL PO:;."Y AC--? YES ( ] NO ( l b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEfAS'rMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ l IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE X:T11 THEE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRE :3. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH? CAROLINA 27699- TELEPHONE (919) 807-2425. 17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOE': ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PGN.S ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b, 1F AVAILABLE, REPRESENTATIVE PHOTCGRAPH OF iETL LVDS TO BE IMPACTEL 31: PROJECT. c. IF DELINEATION WAS PERFORMED BY A CONSULT :VT, INCLUDE ALL DATA SHEI- :2EL AVT TO THE PLACEMENT OF THE ^F-.=`1°?.'T_^N LIN . d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN TF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? f. IF APPLICABLE, THAT IS PROPOSED METHOD OF SE:-iAGE DISPOSAL? g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION. O R'S/AGENT' IGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18G.)) U Z DATE O -r`3 V, Ni Op -CZSM), 00 _ 8 r? ?i 00 .? o? ICI ?O 1 r ? -_??. C i\ ?•? J\?? o,, /?y??? ?•\V \`/? \ L/ I I t 1? 1, -J V ?,:• ?? ?? l 4*--? 4.(i).1 I uj I tti ? o A I ail (FAIR GROVE) 4055 1 _ i 06, )0 August 25, 2000 Dear Sir: I am writing on behalf of Model Home Co. This project that we are in the process of working on involves fourteen lots in a subdivision, and as you see from the maps enclosed, we need to cross a creek with a road in order to be able to complete this project. In order to be able to afford to put the road in, we need each and every lot. Also, we have received our permit from the Soil and Erosion Control on this matter. If you have any questions regarding this matter, please do not hesitate to contact me. Sincerely, Touu -i u«? 10/01/2000 20:53 3364766185 JP YA1t5 LUN51 rria? ui w, 1..,A1ltMV CORPS OF ENGINEERS Wilmington District Action ID: 2b0021893 ` '"•.' County: yidson _ GENERAL I REGIONAL AND NATIONWIDE VERIFICATION v r• Property Authorized Yates Age: owm: Model Home. Todd VVhispcrinB.O?, 'vision . Address' P.O. Box 1259 > Denton, NC 2'.'• Telegho : 336 476-3929 1': ?&Lld bQ?: 336 .;; y?, a r , : Model Home Co. ? subdivision access road, located off of Bryant Road , adjacent property proposed WhV...4 to an unnamed tributt?reek, near Holly Grove, in Davidson County, North Carolina. i:. d construction for Whispering Oaks subdivision resulting in Descripjion 4 Alt approximately 0.01 acre ? to the jurisdictional waters of an unnamed tributary of Brier Creek. _„_Section 404 (Clean' t, 33 USC 1344) only. Section 10 (River a Act of 1894) only. Section 404 and S __2LNstionwide Permit,, 14 Any violation of the con --the Regional General or Nationwide Permit referenced above may subject the permittee to•a:. „ uric order, a restoration order, and or appropriate legal action. This Department a4rmy Regional General I Nationwide Permit verification does not relieve the permittee of 4 ` nsibility to obtain any other required Federal, State, or local approvals/permits. The may need to contact appropriate State and local agencies before beginning work. If you questions regarding the Corps of Engineers regulatory program, please contact John Thom ephone number MI 876-8441 Axtensi 25. c '41 Regulatory Project Da SURVEY PLATS, F1 ATTACHED TO THE CF: V - ' Y Expiration Feb am 11, 2002 r TobH, WETLAND DELINEATION FORM, ETC., MUST BE PY OF THIS FORM, IF REQUIRED OR AVAILABLE. 7?y?? September 8, 2000 Certified Mail 7099 3220 0006 8502 5097 Return Receipt Requested Mr. Mark Klass 116 West Center Street P. O. Box 1343 Lexington, NC 27292 SUBJECT: Request for Additional Information Model Home Co. DWQ Project #00 1134 Davidson County Dear Mr. Klass: 0 q ?V? Imo' C ?( The Division of Water Quality has reviewed your plans for the discharge of fill material into approximately 130 linear feet of an unnamed tributary to Brier Creek, Yadkin-Pee Dee River Basin, Class WS-III waters, Davidson County, for the purpose of residential development. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional information. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers place your project on administrative hold. (1) Because the proposed project is to be conducted in water supply waters, you are required to maintain compliance with the Fresh Surface Water Quality Standards for Class WS-III Waters, 15A NCAC 213 .0215. Specifically, "...a minimum 30 foot vegetative buffer for (low density) development is required along all perennial waters indicated on the most recent version of the USGS 1:24,000 scale topographic map." Road crossings are allowed in WS-III waters, however, you must demonstrate that no practicable alternative exists. These allowable activities must also minimize built-upon surface area, direct run-off away from surface waters and maximize the utilization of BMPs. In addition, it appears that the access road and associated un-vegetated fill material may encroach into the 30 feet buffer, which is not allowable. Please address these issues in detail. (2) We are able to determine from you application the exact linear footage of stream impact proposed. Please supply plans and specifications for the three road crossings, showing impacts due to culverting, rip-rap, headwalls, etc. Please respond within three weeks of the date of this letter by sending one copy of this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road, Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. If you have any questions regarding this matter, please contact Mrs. Jennifer Frye or myself at (336) 771-4600. Sincerely, Larry D. Coble WQ Regional Supervisor cc: Raleigh Field Office, US Army Corps of Engineers Wilmington Office, US Army Corps of Engineers Wetlands/401 Unit Central Office Central Files WSRO a PAYMENT RECEIVED i DEM ID: 0 0 1 1 3 4 CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1 ?\rp 1. OWNERS NAME: 'MU ??\ ROMQ l0 2. MAILING ADDRESS: y?r-3 SUBDIVISION NAME: ?SR?n?r G CITY: O(l STATE: ?- ZIP CODE: PROJECT LOCATION ADDRESS, INCLUDI SUBDIVISION NAM ( F\\ DIFr.? RENT FROM MAILING ADDRESS ABOVE) : ?i?QCt ? ?Clo S? ,h a c?Y?QSS l 3. TELEPHONE NUMBER (HOME) : - - (WORK): - aLkO 'k 6'k t) 4. IF APPLICABLE: AGENT' NAME, OR, RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER:0o4 ?S_, 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOG`IA?PHY WITH SCALE) : COUNTY: M\l\(?SOn NEAREST TOWN OR CITY: SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) R:.`+? ??,\11?? ?? Q? \l% ?Un? C?C??1 C?CC??UI 6. IMPACTED OR NEAREST STREAM/ RIVE RIVER BASIN: i?????c?[?t? `fie ??? 7a. 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 [X1 IF YES, EXPLAIN: 7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [)6 7c. 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: 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [ X ] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION) : 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? ??Q?\QF 1l(? (DSO YES ( ] NO (X ] IF YES, DESCRIBE ANTICIPATED WORK: 9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: -?o - C? 98. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: , 10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER: DRAINAGE: TOTAL ACRES TO BE IMPACTED: 10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): \?lU -k 1 r? u? Cv Cyr `*?L FT LENGTH BEFORE: ?1 FT AFTER: WIDTH BEFORE (based on normal high water contours): FT WIDTH AFTER: (10t &^`?"n A FT AVERAGE DEPTH BEFORE: ?O?CYI? FT AFTER: Oo LbO?r? '?++ FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 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? NIT 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8'h" x 11" DRAWINGS ONLY) : 00 13. PURPOSE OF PROPOSED WORK: ?(1? \\A??C1 ?j\ ?1QS) ? \o? A k Yo0 ?G( 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED 0 IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): 04 - 15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: rl`Pr 16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [ ] NO [? ] (IF NO, GO TO 18) 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 [ l b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO :-IS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302, TELEPHONE (919) 807-2425. 17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR 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 STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. c. IF DELINEATION WAS PERFORMED BY A CONSUL7ANT, 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? f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF Sn:JAGE DISPOSAL? 9. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION. J OWNER' S/AGE`NT' 7GNATURE (AGENT'S SIGNAT E VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18G.)) QK ) -? \7 ro o DATE J ? • .? OSL ?• . z o 4 ° s •y ?• 4 v •f? v O o o ? ?I ? ?a'? '„ p O '6 O ° r O k d' 44 s (? p o to ? o ° 0 r-l T \ ??, .1? o ? _ ? oo n C i /?0?• ?? ((S \\ I? 11 ) / G? '?0?? (. ?o x?/„ l \ ??I ?/ O$ ? ? ? ?? ? ,?? / Aso ? ? ., ? ? ??•. ?-. ? o• '? ?,? i V •? ?.? - ??-? m J. 1 C Doti ? , ,,•? , - .?,?? ? ???? - ? ,l ?? ?-? ?? ?,a ?,??\?•., ???? r ?, ? f Boo ?? a ?? ?6d?f1J' ? ? o 0o C)a V u ' ? ` l ? I ?( • ?O n p 'L 1 501 CID 0 0 ° r o? f A. J (FAIR GROVE) lX ,. T V 4955 1 SE Y' T ?i w D D ? ? cn K ? o ? n ? ?\ . „ 0 N T ,,, . . nn 4-6 ' 00 1 t 0"+' 4; 30 3003 .?30.,? ._ y a' f -? •;; rZrt NOLVOO? t3 110 r C> a4-n _ 311S ? 4 ? ? tip: ;. • , ? , era a .. ? ?? o 4o oa .. ' ; w any i Ok sa1uA ppo.L `?tla.zaauis •aui jauluoa of ajujisag jou op asuald `aalluw stgl BuipnSoj suoilsanb Cut, anug nox 3I ialluuz stgl uo iozJuoD uois01g put, pos agj W04 Ituuad mo pantaaai anug QM `osld •101 WA3 put, gaea paau 3M `u[ puoi agj ind of piojju of alqu aq of 13pio uI •laafoid srgj alaldwoa of algu aq of iaplo ui puoa t, ql!m 3100.ra u ssoia 01 paau am `pasolaua sdrLu atli wo.g aas noX su put, `uotsinipgns u ui slol uaaumoj sanlonW uo Bupl-IOM jo ssaaoad age ui on ann jugj laafoid s.g•I, 'OD awOH iapoW jo jlugaq uo Suillim um I :ms 3a OOOZ `SZ IsnOnd 0 0113 4c??,, DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 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 C"7 ME: rn rT1 .-'._ C7 ---i 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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET) PLEASE PRINT. 1 11 1\ /. 1. OWNERS NAME : mo ??l ?toMQ l 0 2. MAILING ADDRESS: u 32 SUBDIVISION NAME: ??QS2(tn CITY: O(? STATE: N-?L- ZIP CODE: 13 PROJECT LOCATION ADDRESS, INCLUDI \SUBDIVISION1N,AME ( F DIFF RENT FROM l???SS MAILING ADDRESS ABOVE) j? CQt1U no C 3. TELEPHONE NUMBER (HOME) : - - (WORK) : ' - U 'k 4. IF APPLICABLE: AGENT' NOR RESPONSIBnLE CORPORATE OFFICIAL, ? ` UC 4119 ADDRESS, PHONE NUMBER : U J ? 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE) : COUNTY: M?ISo? NEAREST TOWN OR CITY: SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) \I ? M A'p- YJ Lou_ 6, IMPACTED OR NEAREST GTREAM/RIVER: \ VA \1 viin?1 RIVER BASIN: ?k"h'CC?G ?e 1)E 7a. 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 [XI IF YES, EXPLAIN: 7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [ X] 7c. 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: Ba. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [ X ] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [x ] IF YES, DESCRIBE ANTICIPATED WORK: S ?C???0.?C(1 Oka t La& A-0 C `l GSS . 9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: i_ 9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT S:TE: C; 10A. NUMBER OF ACRES OF ',`IE ?a1D =?ACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER: DRAINAGE: TOTAL ACRES TO BE IMPACTED: O 10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) : \:?U ?}•1-_ LENGTH BEFORE: FT AFTER: 0 o? C?! Gv?q?? FT WIDTH BEFORE (based on normal high water contours): ?Qm FT WIDTH AFTER: ?p? C`l'C1nA ` FT (2) AVERAGE DEPTH BEFORE: FT AFTER: Orj 6aX)R,g& FT GTRSAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION PLACEMENT OF PIPE IN CHANNEL: ? CHANNEL ELEVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 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? M 11r 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TY?E OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 81/2" x 11" DRAWINGS ONLY) : N 13. PURPOSE OF PROPOSED WORK: ?C? \\Q??? b? ??Q9 A \C?Ak YoaA (Gt 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) : 15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: ,AV? c 16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [ ] NO [ ? ] (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [ l NO l 1 b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ ) IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO ::S. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 1302 Marl Service Center, RALEIGH, NORTH CAROLINA 27699-1302, TELEPHONE (919) 807-2425. 17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR 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 STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. F 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? F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SG:4AGE DISPOSAL? g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.. NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION. OWNER'S/AGENT'S\,?YGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18G.)) DATE as, ccea ? ? I? ? I? - f3/10LD b/bCdJ h O o° o 0 r.0? m O I' `0 u ?, s?? fv I , • / I I 111/// 099 1 i 1, J ? O to 30 - ? ? ? _?, °p ???f `cam •? ? ??`A ?,??? ? ?. ?7 I I r ? g ? o ° O ? •? t, I CCD 1 ? ?1 ? O f ?? ? • 0 / ? 1 7 • J 750 N 1 N Q m W ale , to Q a v W T August 25, 2000 Dear Sir: I am writing on behalf of Model Home Co. This project that we are in the process of working on involves fourteen lots in a subdivision, and as you see from the maps enclosed, we need to cross a creek with a road in order to be able to complete this project. T- cr? or «c'-° able to afford to put the read in, we need each and every lot. Also, we have received our permit from the Soil and Erosion Control on this matter. If you have any questions regarding this matter, please do not hesitate to contact me. Sincerely, Touu i u?. v?? t ' K• ? ? ^?f.'. R?,Yy. °?? ? ? ? d 7j sr? ?n? Wit.,. t ?.. `•' ? ;E', C if?. ? . ? ?.?M?[ • !? rA+?Rrw• i ? ? y? . .ia. ?:.? ?? , , Z ? .+ ? MM t y. C-i SI TE U ?EXrn?CTp - S NfCh'Yy,4Y 6 N 4 LOCATION MAr W L ti?.1 , r. ?.d V 3' OFF EDGE OF f -' 'PAVEMENT 10+a0 '' 00 Associated Surveying & Engineering, PC 108 State Street -• Lower Level - Greensboro, N.C. 27408 Phone 336-574-0722 - Fax 336-574-0723 Civil Engineering and Land Surveying December 1, 2000 Larry D. Coble WQ Regional Supervisor Division of Water Quality f !ado„ ,?>?. 585 Waughton Street Winston-Salem, N.C. 27107 Ref: Model Home Co., Davidson County DWQ Project #00 1134 Mr. Coble, Please find attached revised plans for the above referenced project. Please note that the following dhanges that have been made to reduce the impact of this projects on the streams which flow across the property: 1- The length of roadway has been reduced to restrict the required stream crossings to one. 2- Requirements have been added that restrict the driveway crossings to bridges or bottomless arch culverts to allow for uninterrupted travel of aquatics life. 3- Access to Lot 5 is provided via an easement across Lot 4. 4- Requirement added to include information about the use and maintenance of vegetative buffer to be included as part of the restrictive convenants of the subdivision. NCDENR approval is required for the wording of the convenant. 5- Requirement to serve multiple lots from stream crossing where possible added. By reducing the length of road we have been able to limit the impact on the stream to 102 If (71 If 60" RCP and 31 If Rip-Rap). We are using the 60" RCP instead of a bottomless arch due to the requirements of the NCDOT. No feel that the changes we have made demonstrate our commitment to helping maintain the integrity of :I•(: environment while still providing for a useful development of this property. hope that this information will be helpful in your review of this project. r cerely, P^,bert K. Russell, PE PLS John R. Dorney 4401 Reedy Creek Road Raleigh, NC 27607 \\tItlrlrrr,r? N C?RO,?'?• ;olo i 11317 ?fC Y? *C;, ?rriLlllll\1\ i / o Aiunoo uosplnp 6661 ';1 aagoioo ;r 0 dlysuMO_L IM PoauoZ) _ ZZ doW 1c 'O'N `OIJIASDWO4.L ao+au a SSDI)4 NJDw pUD Sc ,?ol ?o '), •i?tJ /8/IDJ? .Z/ sr3? - : " , %Z'Z£F M.91,loose s lZO ? ,00'ZlZ Sly Af -18 '09 .80 y N l8 as M,6f Z O 17 Vol r L 1. i N ? ap ? r ^? / N .?- `1 O <r `J w o? 1 I C ?a O (.PTA b£'Z99 OL 4' ,'' o 01 0 2? Ali r C.% 1 ?Sb3 ?. 04 a v- rt. ?} ?-- 1 qO o n V• 1 I v Ui .1Q 1 Q0 4,? ?. OI os; ti Cq O c? l1 '1Z % 6 3.9£,05o98 S £-7 vi 8£'l? 3.91,£c0/1 N Z-7 , 91 'Cq a_ CC Y) ac Al I i ~ ti~~ 1 ti _ ~~,w.:a - bl ;~1 1~ l~ll ~r ~ ~ ~ ~ ~ i - / i r .t, J ,Y r .kr~~';' , ~ - 1 a I' ~ ~ ~ # i ,i . ~ ~ rN~`~,v ,t ~ / ~f _ - 1r~ 1 -"".`:7 i I ~ r ` i t ~ I J 1 i i i % ,fit lf~t!~~ ~ 4'"~~~ ~ r~i e ` ; t ~ a, . . t . '•iar;Ks DAVIDSON COUNTY 108 State Street CONRAD HILL TOWNSHIP A S S 0 Cl VI EI) Greensboro, N.C. 27408 t:lZ1''ING and .t- 1 336-574-0722 336-574-07'-,13 Fax < S ENGINEERING, PC - - - : E' r _ 6' WATER LINE - BRYAM ROAD Land Surveying and Civil Ergineerin "WAL WHISPERING OAKES COURT ! 4 S _ ~ N ~ i 15" 12 15" 15' I I ~ _ 60" CMP f r i ~ 3., ~ / i ~ I / i s ~4 REBAR TYP ~ l 45 ~ '-1 30 VE TP,?~`~,'E BUFFER r _ , T i N j y ~ ; FRCM ar~~ TOP EACH SIpE W~ 20 ~UB~~C pRA~'aAGE EASEMENT ~ ' ~ 24' r.oPE ~ - ~ , t ~ i x ~ ~ r - ~ ~ - - r - _ G I 50 ° l -~_f ~ - I _ ~ ~ ~ C7 ~ :~J r~ ry - ,jl I N ~ w ~ ~ l o U' ~ Ui i ° ~ + . 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CCtM < ALLATI~(~((4 QI: ~~(~.rQ,RARY` ~1/ERSION5 AND $A51NS. ~ 8 8bo ~bo t ~ ~ , ~ , - "p u} ,uA t awe " na , i ° ,y . t~ ~ - 4 Y r~~., ~ , 3" r ~ li ~ • , e A' #f~t ~5~~ A IOW THE' ~4 IN~a .CH Af" ~ 1? t ,:yi; r yr- - .,~.,ri 9~ ix'. .Z ~`aM`:~1 ~ p~ ~s a ~ n 2 ` , . ~ ~ x~~ ;y ~ t . ' ' PROP : ~I,VEkT H~ST,ALI.ATI~N. 'k ; , 'w"r Q ~ AG by 3, w:J; ~ : e I,.' ~ a r iq=~- f; ' .r~. 3, lN~ .;!C`~t PtP'~S V~1N PRQPER 9El~t~NG. . . ~ . ~ } ~w r ~4 y - a k r. ~ . 4. FORD~7 E Hal: MG~.t.S: L~ ~A p~/~ b; . t z ~j? F . f . 9• t" S o08006ao ; S. yi.~ T . . " yf ~ k cT ~ F +a ~ .'gyp{r , ~ : < A AT I~TERIAL FRdM DAMS bIAY BE USEp. . - ~ , . ~ ~ ',+r ~ ,t ; MJ d` s ' Y Y Y . 6. C F I~ F~>~. ~ MULCdi D{STURBEp AREAS. . , ~ ~ ~ ~ m. - . "e :I'~ s'z s - i' fi`a ~ ~{c~,e''r~~" {"~.46 ~ ;t~ ~ ~i',^,s; i~ !I t: ; ' , e rt NIN ~ r a~ ;A ; < .4 C s. - t.~.- "y'~ r. 2~ .'W. 1 a. ~ . 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I'I i ~ Stu: ~ ` iz k' x ?.t~_,,y~ . - t t I is ~Y`, L x : I~'~ A1,, - ~ -.~c ~ ..'gat r . . , ~ ~ rr Y. k_ ~ ' e' ~C'` ~ . . ~ ` ~ i^ .c ik # ~ i~~a a i ^ ~ 3~ f; , -'c. ~ ' y, u , '~Y. - 3?. fi',~ ~'.2o r V~•t`.,~•,6 ;j4k. 1 X114: n M.: , ~Y f ~J. ~ Y :t 'R: w ak °1w;,Y ,bee. ~ i~'fB~•11~ t.r k . 1b*~ e~ H~'' : y'•• b ~ ` ~ . ,.,p~, 'k . ~ d a : day ;a s ~ ,r. stow F7 MAW : pp, : ~ " v' , . dr ~ - n . .i .2 $ iC k, i kD i~~+,. q ~.y` ~.SS". 1f¢^rt - _.'a_-'"^.,-~p4^.~..~.. ~._Y' ^t--~~~Pp e ~ 'f, f • • r . r. A ,i. ~ , - - - 7:p.. i . ~ , 1. ~r ' t ~i ~ !''r~~ r ' i - ~ :~i g,.' n `c R ~ ~ ~q , ~ ~ ~ I ' ~ydy1 J;i f t R NE AL N`~TES: )TES: ~o' v ~ TA~vE UHF i~: 1, E f B E BUFFER U~€ AND MAINTAINENCE _DESCRIF'fiION ' , ~ -`a M,l1ST BE INCCUC?D AS PART` p AS PART' TH~~'SUBfl11~Si0N RESTRfCTfVE t~NVENANTS, WORDING OF C )RDING OF GON:VENANT MUST BE APPROVED BY m Ni~ENR. ~ 2- DRIVEWAYS SHOULD NOT C ' !OULD NOT C~R~QSS STREAMS fF TMfi 1C1~ G1~N 8E ~ ° - VED BY. QTMER MEAN : W 4MEANS: >~~N -0RI~VES Mt15~F GRfl~, STREAMS ~ ~ ~ ~ ~ . rSSlN~ Mt3ST`'$E DONE 1NtIt E DONE 1NIIW 8Ri OES OR BOTT~ILESS AR H , ~i C CtVERTS TO M?iVfii>~IzE .IMPACT I?~ITE IMPACT ON STREAMS. / ~ _ ~ ~ ~ ` 3~ wFiE~E pdSS"i9t.E .Mt1LTfPL€ 4, ~.E .Mt1k.Tff't€ 1~pTS SHALt BE SER1IEf7 BY THE 5AME ~ ~ S1IREAM CROSSING. --....L.._.__-...._ . ' ~ d ~ i~ 4* ACCESS FOR LOT 5 SNAIL :OT 5 SNALt BE THROUGH 25 EASEMENT ACROSS ~ ~ ~ L0~ 4 AS SHOWN. ~ / AP r. o.go~ o . o.rs, . ta~- low •"17 ~ ~ , - - ff 1 1 30' vECtTAiI4E BUFF - ~ FROM BANK 1'OP EACH 810E ` _ W/ 20' PlUBLIC ORAINACE ~ASEkI~NT -SK' - - ~ , ~ \ ~ / g . ~ ' / , . ~ ~ ~ ~ ~ y 1 -y,.., , ~ ~ . , ~ a _ \ ` . i / ~ / f 1 g ~ j ~ 9EJ9. . ~ \ ` 4 x+sx7 , i ~ 1 ~ ~ o . ~ ,r Y lU ~ - ~ 4--..• ~ i - - ~ ~ 1 / r,_ < / t~ ~ ~ , _ • , < . , -7~ . 1 2 ~ • ~ 1 1 ::r a ne. rt. 't,~'. ~ ~ i~ ; GRAIN ] pj i 1 _ . y , i 's i ~ ~ , . o~N+µce ~ a . . • , ~t ~ , I ~ ' ~ 4 r L 3;; . 4 ~ 4C _ f. , ~ i.. h e ' ~ . _ ~ ~ turd ~ y b' . F v .5~,li~F~ w,. ~'.r.._ H'~... .h.'. Ott, 1 ~ r- d - t ~ A.' x ' ~1 i ' ~ ' - M.,~.pn L l- cps I DRNNAGE AREA. i ~ ~ - d. , ~ ! y i ;4 L+' - ' . . . . S ~ ' • - .R R.~. , p'~ , ..s1~}~ } j."9 lr Fit ~'..v I rv .rA , i ~ f ~ ~p , ' / - P " s " w"asjy ..??ii~~.. ~ r ~x, .,r x ~ S ~ , ,t. r r F ~ ~ _ F~ - ~ t w. ~ - ~ t 'r ..1.. ~ . - ~ ~ t n. ~t` , - ~~.`r _ d~, 1 C'~ ~ q t. b, „ . _ - R t d; : y ~ . K + 25' ACCESS CASEMENT FOR L01 ' .mac.. f W Y f0 , ~ ~ a v r is , 'a* ' ' yi°. ~ e ~ ~ ~ ~ r~ :4~3"Ytr' 1 ~ f , rt, - - d i _r } # r : , ~ ~ ~ o . , o x ~ r ; ~ ~ , ~ ~ ~ ~ ! , iYa~N , a • sE AREA 5 i DRAINAGE AgEA 3~i ' ~ ~ . ' ~ . S ~ , 96,236 ~ t ` Z !F d ~~p 1 ~ d'"' ' n )k r.--. if t ~ ~ , / ~i r ' ~ - c - ~~3T 1 1 F ~ a y } ~ , . xe Y~~~~. ~ t i t I ~y~. ' / P e d.~ ~ ; ~ , r - , r. ~ - r- rrtF / \ ~ + pf' - t - , f , A / i l I . n i , i ~ , , ~ ~ - ~ ~ ~ F . ~ ~ r ~p.,~t; :a~~ ~ . , S' ' / I . 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DATE BENC14.JOB No. 00042 108 State S t DAVIDSON COUNTY URVEYING and Greensboro, 408 y ~oAOwaX ` DESIGNED Ely RKR i CONRAD HILL TOWNSHIP 336-574-07 X0723 SEWER NGINEERING, PC :DETAILED BY RJR Land Su an e rveyin Eine Y. WAFERS= 4 . CHECKS CROSS SECTIONS do DETAILS BY NCR Y Q WHISPERING OAKES COURT SIDE4A LwiA SCALE: I-a 4V 0Y _ ~ _ _ , s . ~ x ~ ~r, u - , ~,r 5~ z s, ~ 1 1 • I t~ i ~ ~ n _ i I 1~ ~I ~ ~ I r i~ ~ , , _ _ , _ , P ~ I ~ I f' r i 1 1 ~R,~~-mot. _ i oy .oso D - a 75 C ~I tq- !D' XI ~2' ~ - ~ ~ _ _ ` ~ r - _ . ~ ~ , rf ~ i I~ I / G: ~ _ _ - - sr ° o r1' f . t ~ ~ _ h° ~ ° ~1~ ti' ~ ~ ~ a ~ . ~ e _ I ~ ' 0 i V ~ V ` o 8 ~ ~ A ~a o 1E11P. SED, ~ o x °t0'x~5x7 \ o 1 ~ ~ ' 6 ~ ~ u c I ~ ~ o i a ~ ~ Y~ a o ; ` I ~ ~ , a ti ~ I ; 4 ( ~ ~ \ ` 0. ~ ~ 1 I - \ q' ~ % . > I ~ i R ti p\ 1 1 DRAINAGE 7 0 ~ / f J5170 ~ ~ DRAINAGE A I DRAINAGE A 6 j ~ 0 i o r " 2J.179 ry ~ ~ ` 2J.1)9 ~ r 0.57 n j` v . 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I i • ~ ~ U'~~~ o 0 rJ + ~ / DRAMACE AREA a ~ _ r.om .r rn ?"'S ~ DRAINAGE AREA 3 ~ ~ Qe9 aerM ~ Q pRAwACE AREA 5 ~ ~ s~aiz s~ o 9x,239 sf i 2.21 acne y a 1.J7 ACRES ~ 1 4 ~ ~ ~ ~ a - a M l ~ o a ° ~ a o o ~ ° a - a ~ ' ~ ~ a~ ~ ' a ° ~ a - i 1 S 1 ~ ° o 4 1 r~ / ~ ~ 4 I, / ~ i ~ ~w. ~ R ,his.. , i~ o .r` o 'ti r /f ~ , E ;fit' . i ~ ' .,t."-~. 810 `F'. . _..r. . I _ o 0 1 ryY 1 1 f I a - ~ ~ ~ EROS~Ord CON7R0~ rdpTES: 0 • 1- ALL PROPOSED ROADSIDE DITQtES ARE ~j ~ ~ TO HAVE TEMPORARY LINER`; INSTALLED A.S ~ ~ PER DETAIL SHEET 6 ,~~It11f1~~~~ 2- SILT FENCE SHAD NAVE ROp( OU?LE?S P ° ~ ' RV II I 5:; ~ INSTALLED AS PER DETAIL SHEET 8 Ai ` - 10C'INTERVALS ~~,Q 'fit .9 • • . . t" a^.._ ~ s i + 1 f_~'.. 11317 1 I ~ ti: K. R ~ . .Ir•? `~l . . ~ h c, I ENCH NARKS 0004 DAVIDSON COUNTY i AS-BUILI EVISIO~JS TYPE . C0 N TR A C T CONTRACTOR SOCIATED 108 State Street r- AS-BUILT RUTH. DATE 8 ,_r,~NEB By RKR CONRAD HILL TOWNSHIP ROADWAY URVEYING and Greapsboror;_N.C, 27408 _ c. _ 336-5740722 336-574-0723 F SEWER SHOT ~l~. C; ED BY RKR - - - EROSION CONTROL PLAN s . I NGINEERING, PC Ct- a(~D B~ VCR Land Surveylag -and.-Civil Engineer WATER WHISPERING OAKES COURT E = 60, TEN SIDEWALK lilok ~ ,r:.. < .r.~, , ~ , ,~,a, X:~ w, _ . 4 ~ r nc^_ ~ os~scr a u~;, . ~cnr ty ~ ~ .:-n: . Gt. i ~ ~-r i-. j._ _ 1( ~ ~i 'r.j w- NMrdJ , ;~i -.c-,---r - , ,__i_ i ~ L 8 ~3N~i53^ J1Y~S 0.! lON h. ~ d38r1;,N 1~3rJ~d~~ 7' d r,,,; r/ ~ nl ~ f v a1 1. t~ W! V I, i ! p rl~~~'9 sr ,~r ~3itNV . 1 A ~tf 1~J I ~1 ri ' p ~d ;^~d~a . . 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H11M 5~i~~J~1Nl i?N hIM ,13H1 1'~IHl OS 3~H.~~~'S i JNINfI 13N HiVA MHa1S 35f~ ~ ` ° " a ltl~IdAl ,9 ° S ~ ~ aN - _38 ~~NH'~ 5N?11.7f1Jh8? ?~SHl? ?NH 51?C~ 5~1702~ ?~,C'CJ~ E ~ ° d Q ` , ~ ' •r ~ 'I'1 i1 DIl~S3M I`t `'.~:..~j~r.~. a v ,y( ~1~p \ ~~~:?C „9 Cl: ,b ~~~b~+5 h~d~C hC',lH?J`dd~~Jd ?~BQ335 lblui d33Q _ ~,S s~ u~ ~ ~ ~trd ~ T ~ - ~ m - in~nn.-~..//~"..~'~yy`~~.~~ ~tl~;, ~ : ~~4Ntpq~~~ ~7?1 ~ ~9 . y/`,d Nl I~ ~I'd~~IdS ?N`d ?5ddi~+ 3fl 1~yH5 Q5?~~S ~ ~.l -~d~3~d ~ % orro~l'Yio ~~~o .o-,~' x ,o ~f vo ka! da~v~rrwo~3a sa3aru Drlmgr / aid sr o3NN,d(?dIi03'dlp ~:d-I~ Lll =~NIu~C~:~~~d 5~, iSNI 38 ?1 5321f15`d~W "1?Zl1N?~ ~J~l'dM ~ J'v -i~Jf1S I S31au5n4~r M ~ 9 ae MoH~ / BSI ,71aaY! 70k1,vtJD N(1lSDa3 ~ ~ -~I MQ~~ i i ~531ON Npll`d21'dd3~ld ?3HQ5~5 'NIMY Z ~ j / D' N?Ilb'~I~I~~dS IDNIQ~3~19 i - ~ z ~ fi 1 ~ ` M M it y i. h • ' i 24" HDPE ~ 80 LF • I ' ~i ry% . i iii :.'a i~ Q ~ 4, ~ i , g0' ~ r n N- ~s. p ~ } ` ~ 4_ o 3' OFF EDGE 01 I~ - PAVEME~Ni' )~OUtDE TYP. R25.00' lOW OFF AND ti'~`~I-''1 O ~ r ~2 REQ. 501E 42" HDPE t, ) r tlI I,.H LIRE TYP. I o ri / ~ 0 N SEE ErJD WALL DETAIL SHEEI 4 INV, 89.3 ~ ~ V I H x r R30.00' ~ ho / ~ p - 34'23'48" + _ . a ~ ~ R = 700.00' - Ira ~ , Q = 3772'00" , ~ ~ - N T = 216.66' IN J. - _ _ - - ~ i ; ~ r F R = 130.00 • L = 420.23' n _ / r' / \ ~ d O . _ o ~I { T 17.78' ~ ~ i a ' _ _ O O } N ' L 150.00' ~ a ~ - ~ e~ _ - . o - - 4 ~ - ~ ~ a DITCH LINE TYP. - a i R35.00` ~ ! . / - . - o h50.00~ o _ F ~ ---I-- r ~ o _ . ~ - - o _ ~ _ t ~ i - ~ p / - ~ o p - , - . t ~ ~ o v o } ~ ~ _ ~ ~ . - - . _ L- INV. a 90.0 i ~ , - ! i - . _ _ 8X2 MJ TAPP,ED PLUG _ ~ , _ ;!i - - - 2" BRASS NIPPL 2" THREAD ALVE - INV. _ -92.5 J' OFF EUGE OF ~ i 3BIt 42" NUPE (2 REQ.) - j SEE END WAI_l DEIAII SFIEEI 4 SFIEET 4 381E 4~2" HDPE (2~~RE0.) { SEE EPJD WALL DE1All SHEET 4 q~rlll ~0~~j1 11111) ~ cep S •s • ~ .Q i; O t '~i ; ,Z : y ; M . . M r , 11317 y` ~ ~ ~ AH ~ ' i' NOTE: ROAD CR05SING PIPE TU I TU BE ~1111a~~~~~~1~~~` 05SING P PE u D ADS N-12HC HDPE 0~ EQUAI f IPE 0~ EQUAI AS APPRO E iza • NCDOT. ~ ~ 150 VC ..a.....,.~_ ~ t . i u --r-- _ ~ ,4, _ , , i , t t ~ i ~ ~ { ~ ~ ~ i . . - , ~ _ ~ i ` , • . ; ~ , _ o. , i I _ _ ~ _ _ _ _ ~ u ~ PN STA = 1+0682 II ~ V = 109.88 ~ ~ ~ ~ PVI ELE ~ i . W. A.D. = 3.00 ~ ~ ~ ' ; I r I i. . . i i ~ ~ ~ ~ ~ ~ - 1. ~ j i • ~ W. K`• -'49.98 • i ~ , - _ ` ~ ' ' ? A . ~ ~ ~ ~ ~ ~ ~ ~ _ - - r l.»+..- . r ~ i , ~ . ~ ? ~ 1. ~ ~ t ' _ - ,O ~'9 ~ O ~I V i i , i W p i ~ ~ ' - r 1 ~ - ~ y ~ _ - - I I ~ ~ ~ i I ~ Q - ~ _ ~ F ` ~ , i 1 I ~ ~ 1 , , ~ _ { - - , ~ ~ ~ I i ~ _1-._-1. - , t _ - i , Y ~ ~ , ~ t ' ~ W I ~ ~ ~ i 1 ~ . t ~ t ~ . ( ~w i, - 4' PE i p ~ i ~ i µ a. _ I I , , I , k f+ , 1 I - i t ` , w . ; a . ~ t I t ~ I I , i__ . - , V I . _ I I ~ , '~i u j • ~ I I ~ i_ a N'#'~ ~ i ~ ~ ~ ~ _ . ''I ' i ; ~ -i 1,. _ _ _ • , • ~ _ r ~ , , . t p. , ~ • ~ . , - ~ ~ ~ 5 - - i ~ I ~ - , ~ ~ , } _ _ 4 ~0+~0. , _ PVi SiA ~ - a , _ . t ~ ~ ~ ~ - - - i . _ AY! El_EV = 91.41= . ~ ,I a } . ,A.D, - 5.80 ~ I + ~ , . , - i ~ ~ ~ ! ~ - _ ~ ' K - 43.5 , i II i , i I ~ j l~ II ~ ~ 1 ~ ! ~ ~ ~ 4 rv ~ i t` _ - y - i - T } F a ~ ~ ~ 6 - . ~ ~ ~ ~ . ~ ~ r---.`. . ~ ~ . V ~ ~ ~f ~ ~ i ~ - ~ , i i _ , _ , I~.. _ , , . - I , ' ` ~ i ~ I ~ ~ % f ~ I j 1 ; . 13 y - r i ~ . ~ , - • u1 W ~ ~ ~ i , f k . 100 ~ - ~ , 1 ; , ~ t • 1 V i ' ' ~ p ~ ! i ~ I ~ ! (J ~ i } ~ - i ~ _ _ - i . S _ , o~ , . - . . I a. _ ; a - ~ . i ~ . , r~ ~ i i I • • 1 42 DPI _ i ~ _1...__.1 f I _...:y., i j 1 i ' i _ ~ I _ w l ~ _ , , : i . _ • ~ } a i ~ I I ! r ! ~ i E I ~ l } 1 ~ I I i I t j i i ' Hof I ` I . . - x w - . _ _ I ~ ~ ' ~ i ~ EkIS11N0 GRA } ~ ~ .t~- ~a-}-- I I I. ; . i j 1 ~ I t i LINE I I: TI G E ~ R XI l a t r., a , ~ - ~ 2 i • N " - ~ R ~ , ~ _ , _ . _ W + f , _ , - 9 _ I i ~ _4. _ ?ER ~ t. A _ ~ _ ' _ , ~ , I } l I • - - ~ ~ I ~ I f/ , , } ~ I . a . ' ~ PE _ fi' 6 ~ ~ ~ 1P" SEPE~ATIk ~ 10 OITCH I _ . ~ ~ - 10' SHOULDER t " SE ~ATIbIJ MN - . ~ , i _ 8 1 ' ~ I ~ ~ . _ . , _ 10O lF'. 4 'S1E~L ~NCASE~(ENT 0. B _ . _ _ a L. ' LI10UlUER .0% 2.0 % _ SLUPE 8`x ' A Tack >fES~ NT' OabB W L~. ~ ~ I ~ ; . _ a~aul~ED NCASE~iE t TE E _ O A~EE . s 1T~r•I s IF ,FI , _ d0 LF' 12 „ ~ f ~ . i ~ FITIING 20~ 2 4• ~ + B% BEYOND ~ . ~ L,, . -.I... ..L r ~ STRAIN PIPET AN ~ = 54,LF ~ ~I PIPE ~ ~ RE I R~(~UI~ED ; t 5 ~ ~ ~ITTI GS~ ~ ~ ' LAST 9EN9! ~ ~ i IF ~ s I I s j 0 f °i ~ i ~ X1.5" SURFACE I-2 r ~ ~ RES1RAtN ~IPE;.ANS FITTING. 20 .8F}YOt~ ~ j ~ ~ ~ ~ ~ ~ ~ ? ~ ~ ~ ~ 1 I I . NOS ~ I ~ ~ ~ I ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ' I 'LA5 I ~ ~ I , t w'. ~ ~ ASE \ • ~ j 1 - - ~ r I I ~ ~ 8" ABC STONE B ~'~--MACHINE TAh~PED BACKFILI ~ i ~ ~ i ~ _ . ~ ~ I ~ ~ : i-_~~ -.r,~-. . ~ . ~ t +r ~ a i I r7~ ; TIUI''1 ~ `--HAND IAt~PED BACKFILL ~ • " - SEC , ~ I CF?OWf ~ i , . _ w _ 00 _ _ i ~ . N ~ d pp Njfh { ~ Nib I i rill NIA I Of I+" - I i SCALE: 1" = 4' 6" PVC WATERLINE , _ 11 ' ~ 1n'~ I ~`.'~N ~ ~ ~ ~ IAi ~ ~ t7 O11CA In fn ~CIT , ~ b ' ~ ~i i' ~l N ~ QO N } mo d f T~ ; ~ 1 i j I I ~l ~ } i' r i t' . ~ ~ ....M- _ - N SIN ,.'W i ~ ~ ~ u) q~ i ~ ~ uj ~ p1 ~ ~ ~ ! j `t 1 ' i I i i ~ i j ~ _ N ~ N , pp 100 ~ d ~ M,O~0 ~ ~ ~ ' tV d hJ 00 ~ nj; r7 p N 0'S I I ~ ~ ~ ~ I 12+00 t'r ' .~p.r O' V O -i j ~ ~ ~ ~ O O ~D ~ i ~ i p ~ p _ a ~ 11+00 I 10+00 . UU C-4 6+00 7+00 ~V~VIV 4iti?v~~NO. OOO42 } 5+00 4+00 3+00 - r coNTRAcZOra H MARKS HILL TD , DATA a~N~ 2+00 TYPE CON7RAC 8G 1+00 VISIONS )NTRACT ~o - W OR AS BUILT, AU1 N. By RKR CONRAi~ NSHIP SHEET Nd: DESIGNED o+oo HE Y RKR G•pAItES DETAILED 3 WNI$ ' ' 108 State Street -`SSUCIATEU R (~AOWAY /}may cRo CHECKED BY, 4 „ Greensboro, N.C. 27408 SEWER URVEYIN and _ 338-574-0723 Fax _ • t - ~ WATER 336-574-0722 SCALE: 1 40'.H 4'V AJi ~ PC Engineering S E NGIN Land Surveying EERING, {and Civil SIDEWALK „r;' .v t : i' Aga ^ . ' ~ ) , 1 1 ~ / ~ ti I ~ 80' LF ?4" HOPE ' " ' ~ i~ / ' ~i `Y I ~i o o ' ~ Q ~ , 50 ° j ~ - ~ ~ ; o o 1, ~ Q } f U ~ o N- ` ~ e. - , k.3 IIouLDE rrP. o / o Di I CH LINE TYP. / 1. , f R30,00' ~ o - 0 ~ o/ x a h ~ n f N 3' Off' E-DGE Of ~ = 3T?2'00" ry 4. o - ~ ~ n= 3 2.4' r R 5. PAVEMENT' 2 00 2" I_Uw OFF AIJD VAI. ~f. i ~ 17.78' ~ / / R 700, 00' ~ 501f 42" HDPE (2 REQ.} , 5EE END WALL DEiAII SHEE1 4 ~ L = 150.00' ~ ~ ~ ~ T = 216.66' ~ ~ / II - IWV. _ -INV. - 89.3 - iWV. = 93.25 o L = 420.23' Wy.. ~ O H i / / V - , e ~ f. ~ . / / _ _ o - _ ~ _ ~ o °a o ~ 7~ ~ ~ _ ~ I ~ 0 0 0 °o o ~ ~ - - --}-o-_- ~ N DITCH LINE TYP. N I . ~ 835.00' p ~ ~ ~t I i r ~50.OD' j , ' ^ _ i - - _ - - ,_w - - - ~ ~ ` _ . _ R o ~ b . _ 8X2 MJ TAPRED PLUG ' ~ INV. 90.0 2" GRASS NIPPL J' OFf~ EDGE OF / 381f 42" HDPE (2 REO.) - INV. = 92.5 2 THREAD ALVE c~; ~~r'- SEE EPJU WALL DETAIL SfiEET 4 4 , " ..ti,, ,f'~,q :f811 42" 1IDPE (2 REQ.7 yp. SEE EPJD WAIL DETAIL SHEET 4 dA~:. - I I f) Ali ,3 ~mD 0.8 y"S 1 :0~ ~ s ;k ( i ~ 2 ~~a . y• s• }~r5 ~r` `i, 1 ~ ~ BIF.At,_ NOTE: ROAD CROSSIWG PIPE lU BE 1f31 7 ' PIPE lU BE ; ti ,n ; - 150 VC ADS N-12HC HDPE 0~ EOlIAI AS APPF FOl Al AS APPROVED , . , ~ , CaIF1>r, ~Cr~. NCDOT. i.,, N 120 ~ ~~~a~~?ni>t~~ , ----r------ ~ - + - 12 0 I . _ 1 ' ? ~ ~ ~ ~ , t,«,. a, ~ PVI ELEV = 109.66 4) A - ~ .p. - 3.00 W; K ='49.98 ~ t ~ s_... i y ' ~ I I - 1 ~ I . ~ , . I I' 1 s ? 1 I i ~ k . , ~ _ , , , `50 m ~ , 0$ i i~ ~ _ - .f_.~- a q ; 1 i , ' Q ~ ~ , '~i;' . , ~ - . i i ~ ~ 1 i ! ~ ~ 0: . , _ - f ? _ , _ i ~ _ . , U _ w ~t~ , . i ~ , _ _ ' . ' ~ 1 ' 1 ~ W V' i ~ i I S , ' ~ ~ I I ~ 1 ~ ~ ~ I ~ ! : b4:, ~ ~ , ~ ~ ~ ' ' i ! ' i j ~ ~ i l , 1 . _ . I 1` ~ ~ i r _ . r , ttµ~~.~:. , ..y ...1 . r i , _ . I . , _ . , _ ,gin f ! - ~ ' • r t ! i - ~ ~ ~ ~ ._..t.. . _ _ - . , . 1 .1 :T_ti._ ~ _t , P.r~ • ! ~ ~ ~ ~ ' I ~ ~ 1 ~ I ~ _ , ~ j ? ~ i ~ I ~ ? i ~h ~ ~ 1 , , I ~ ~ i c ~ ~ ) ~ ~ ~ i ? ~ 1 1 , , I < ; ~ f ~ ~ °1 ~ ! , - 'i ~ ~ ~ ~ - I ~ ' i ----•r----~- ! v i I i 1~ ! 25~ VC ' ! i 1 ~ . . . . , 1 - ~ ; _ _ 7 ~ I , _ i , _ , t a t 1 ' I I , _ , PVl 51A = 10+0.4;3 ~ y - i j ~ ~ I - = PVI EI:EV ~ 91.41+ F~- ~ ~ ~ ~ - ~ ~ _ ~ , , - ro , ry _ ;A.D. - 5.80 ~ ` ~ i ~ ~ ~ ~ ~ 1 ~ ; ~ ~ K 43.5 I ~ ~ ~ ~ t ~ 1 i I 100 L 1 I i ~ ~ii ~ 1 j ~ ~ ~ , 4~,~` , ? ~ 1 ~ 1 r _ , _t. I - J ~ I' +a ~ 10 ~ 1 ~ i ' . MaX`~ ~ i , s• 1 . _ ; t... _ ~ 3 i ~ ~ i v.. 4 ~ , I ' ~ j i ~ l ~ , I ~ ~ I ~ I i }i f i ; I i i ~ w; ' ~ ~ i ~ , i • 't~ - i ~ i ~ ~ ~ ~ ~ i i ~ ' _r. , l 1 i V ~ w I 3 ; ~ ~ ( ~h ! r ~ I , ; 1 ~ 1 i ~ } I ~ 1 W~ I i, , I ~ ~ I k ~ . .t. a ~ : ~1 ~ ; f i ~ .,....wi..._. t. _ . a ~ 1 , i ' ' ~ , r ' 1 I^ , ~ t i._ _ • , , I ' I! 50' R'W I - _ _ _ - ~ _ 1 I _ _ i _ i j .f:; 4 ~ , ~ ~ ; 1 t i~ f ~ , ! , ~ ~ i 1 p ~ ~ r r j 1 t' 1 ~ I I i ~ ~ ~ I ' ~ 1 1' ! t ! ..f ~ ~ ~ ~ i i ~ I i ~ I I I I I` i . " I i ~ 1 ' I ? ? ~ ~ + I ~ i ' , 42. ; 1, ~ { ~ ~ EkIS11N ",r I ~ ~ , , , _ ! I G GRA N f i 2'. ~,r~. 1: ~ 4 , t - _ . _ -....--r_.- J I r ~ . , i 1 ~ , , _ • yU _ _ - i ~ i i 6 - 1 U---- 1 D- 6 fi' - ~ - I XIS ING 1" . _ _ . ; ~ ~ _ ~ E T E CANT kLINE ~ ~ i . , I ,r I ~ ~ ~ ~ ~ ~ ~ ~ --..a. _ I' r ~ _ a r ~~HUULDER SIIOULDE R DITCH ~ ~ ~ i ATER _ L i r ~ I # ~ EX13fil ~p~"1.~1'~'"'" .""f^. ._..z~ ~,.,a„;..,_ , { ~ ~ i i 1, ! ~.„t~. ~ 2.0% 2.0 ~ 3, , SLOPE 8x SLOP ' tP" SEPE~ATI~N SIN. ~ ~ E 8x i tTI~N SIN. ~ ~ ~ ~ i t ! I 1 ~ I • x ~ t i' ? ~ i I ~ ~ ~ , _ t e , t. - ~ ~ 3. » ~ ' __f , r_._ 3 i i i + ~ I ' 1 ' d0'LF' 12 {STEM. 6NCASETvtENT; 0:16E ;VfRt~:"itilClf~ES~r ' r._.. , , / 5 SURFACE 12 ~ ; ~ i ' . , y t ~ ~ ` ~ 8" ABC STONE BASE , 1 ~ 54 ~ LF I PIPE ~ ~ ~ .1 ~ . , n 1 Y 1 I , _ . . _ _ 10. B8 TH 4~KNESS s__ 0 L STEAL ~NGASE ' IF SITTINGS AR~ REQUIRED ; - - ;,r a ~ ^j 1 ~ ' 1 1 ! ~ IF F11'~Nq$ AID R~gU4~ED ~ I PI FI TIN ~ 20' B YO ~D ~ ' ~ i ! 1 RESTRAN , PE~ANd T G ~ N ~ - ,1 _ ~ ; ~ { ~ . ; , ~ ~--MACHINE A P ~ , T FI ED AACKFILI. i / ~ ~ ~ E f lORMAL CROWN SECTION ~ ' ! , ~ ~ ~ ; RE~IRAIN PIPE ANb FITTING 24 BEYOND l LAS1 B~ND~ ~ I ; ; ~ t ; . ~ ~ LA$T BENq' , i r~ ~ / ~ ~~-HANG 1AIdP ' : ~ SCALE: 1 = 4' 6.. P f D BACKFILL ~ ~ i i I ! , I ~ ,i' , , ~ 7 I I t,•¢ i ' VC WAIERIINE i._lr.._... t i i _ _ j . . - . ~ W`a ~ ~ r: ~ N;N ~ ~ ~ ~ ' ~ N ~ N ~ N ,r.....~~.... . . _ _...~..--w..~,.. _ .F. E . i. ~ - - ~ - - - ~ . _ . 4~ ^ d~ ~ ~ d OS d QJ ~ QO;pp i ppip~ ~ tp ~ ..M~jN ~N ! N I , ? i _ 1 .«.rr , - i ~ 1 1~ z i p'~ ~ O N O O Q O•'f0 j O~ (V ~ r~ ~ N ~ MIS i W' i~ W u) pNp I ~ .I tp ~:N I ~.,~N ~,N M 00 ; T ~ _ i_. L ..1~..,._- J__--~`.~`..L....»H--. r`6 - _ "i ~ i ~ ~ O p ~.O ~ O ~ ~ O O ~ O't) . O~~O ~ I ~ i ~ ~ ~ - t0 ~ tp~ ' ~ ~ i, ~ j Ifj'~ ! OJ ~ Mi" ~ Milp a} ~ t I I~ ~ M:d ( ~°4~~ ~ ~ ~ ~ 0),~ 011 ~ ~ Ml'17 I N}~ ! ! r;~ I i ~!rf ; if N i ~ ' ~ a~ y r , t i ~ ~ 0f;01 ~ Of 411 ; Oi'Oi ~ Oro ~7; ' 1 i 1 i' i t ' ~ I ' i ~ ~ f ~ ~ ~ i ! r i ~l ~ f ! i ~ i t r- S'.~}~ I 1 vTw+uu Z+uo +00 4+00 5+00 6+00 7+00 N~~,~` IATEll - - - - - 7+00 8+00 i 980 +00 10+00 11+00 12+00 13+00 SSOC 108 State Street REVISI014S TYPE _ CONTRACT CONTRACTOR AS-8UI AS-BUILT, AUIH, DATE BENCH MARKS Joe N k 1 SURVEYING arid Greensboro. N.C. 27408 ROADWAY _ o. aooaz • p AV DSON ~ BOUNTY ao~' 336-574-0722 336-574-0723 Fax DESIGNED RKR • By. CONI~A CHI LL T01NNS HIP NGINEERING, PC SEWER r=. Land Survey in and Civil Engineering LL rr ~ s 4 .~71I +YN 11 O A r 41 DETAILED -'M 'I"1tr~r jr,. _ - ,'4' .7 . 1. , ~ W 1 • BY RKR SHEET NQ. H WHM1;dNG,0AKES C ECK60- ~BYN1WGRr » a:. ' SID WALK 4G 0 2 OF 6 SCALE, 1 40N 1• 49 V i a