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HomeMy WebLinkAbout20110684 Ver 1_More Info Received_20110809Strickland, Bev From: Homewood, Sue Sent: Tuesday, August 09, 20114:06 PM To: Dennison, Laurie; Strickland, Bev Subject: FW: Emailing: 11-0684 - Phil Stevens parking - hold letter - wilkes (UNCLASSIFIED) Attachments: PHI L_STEVENS_08092011. pdf For file 11-0684 please Sue Homewood NC DENR Winston-Salem Regional Office Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Voice: (336) 771-4964 FAX: (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Derek Goddard [mailto:derek@brec.biz] Sent: Tuesday, August 09, 20112:15 PM To: Homewood, Sue Subject: Re: Emailing: 11-0684 - Phil Stevens parking - hold letter - wilkes (UNCLASSIFIED) Sue, We decided to do a Rain Garden/Bio Retention Area. Attached are the plans for your reference. Thanks Derek On Thu, Aug 4, 2011 at 11:28 AM, Homewood, Sue <sue.homewooda ncdenr.gov% wrote: I-ley Derek, I was printing out these documents for my file and I realized that with 100% impervious that doesn't leave him much room for stormwater treatment (in accordance with the BMP manual). We are doing compliance inspections on almost all projects these days so if you design something that wouldn't be obvious if I drove up on site, please send me a plan drawing so I can see where to look for it and document they put in the Stormwater as required. Thanks. Sue Homewood NC DENR Winston-Salem Regional Office Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Voice: (336) 771-4964 FAX: (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Derek Goddard [mailto:derek ckbrec.biz] Sent: Thursday, July 28, 20115:03 PM To: Matthews, Monte K SAW Cc: Homewood, Sue Subject: Re: Emailing: 11-0684 - Phil Stevens parking - hold letter - wilkes (UNCLASSIFIED) My Responses are below and highlighted. 1.) Have you coordinated with NCDOT about connecting to their existing pipe? Yes, we have an encroachment agreement drafted and will submit to them once we have the 404. 2) Do you have any additional information concerning the need for more parking? For example, has the business expanded or are there other factors to consider to show that there is a need for the impact? The business is expanding. The used car market is very robust right now due to the economy. He currently has more demand for parking spaces than he has on site. 3) It looks like the property line bisects this site? If this is correct, is there another property owner to work thru? 4) Also, do you have a sketch map of the entire property (with the property boundaries) so that we can see the entire site. I would like to be able to see where the other tributary is located (you've listed 80 linear feet of total stream on the property so I'm assuming there is another trib.) and also to show that we do not have an upland alternative on the site. The Property is owned by one owner Mr. Phil Stevens. The line that you see is a plotted line from a old deed. It is irrelevant now. The 80 feet of stream on the property refers to the 40' portion of the channel that is already in the pipe. I have attached a map with the revised lot lines to show the entire lot. 5) Could you give more information on the Project History .... It looks like you would like to connect to another pipe which goes under an existing parking lot. Is there any permitting history with this pipe? No, prior project History that I am aware of.. It is my understanding that the pipe has been in more than 20 years. On Thu, Jul 28, 2011 at 11:28 AM, Matthews, Monte K SAW <Monte. K. Matthewskusacg. army. mil> wrote: Classification: UNCLASSIFIED Caveats: NONE Derek, A couple of quick questions for a complete application: 1) Have you coordinated with NCDOT about connecting to their existing pipe? 2) Do you have any additional information concerning the need for more parking? For example, has the business expanded or are there other factors to consider to show that there is a need for the impact? 3) It looks like the property line bisects this site? If this is correct, is there another property owner to work thru? 4) Also, do you have a sketch map of the entire property (with the property boundaries) so that we can see the entire site. I would like to be able to see where the other tributary is located (you've listed 80 linear feet of total stream on the property so I'm assuming there is another trib.) and also to show that we do not have an upland alternative on the site. 5) Could you give more information on the Project History .... It looks like you would like to connect to another pipe which goes under an existing parking lot. Is there any permitting history with this pipe? Thanks, Monte Matthews Regulatory Project Manager US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 919-554-4884 x 30 The Wilmington District is commited to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisifaction Survey located at our website at http://per2.nwp.usace.army.mil/survey.htmi to complete the survey online. -----Original Message----- From: Derek Goddard [mailto:derek(je brec.biz] Sent: Tuesday, July 26, 2011 5:48 PM To: Homewood, Sue Cc: Matthews, Monte K SAW Subject: Re: Emailing: 11-0684 - Phil Stevens parking - hold letter - wilkes Sue, Thanks for the response. I have spoken to our client. He will pave the area making it 100% impervious and then we will draft a storm water plan for the new proposed impervious (not preexisting) that meets the specifications of the GC. I will send you a copy of the stormwater plan, we will not seek written authorization, but insure that the BMP we spec meets the requirements. Monte, do you need anything else from us? Thanks Derek On Tue, Jul 26, 2011 at 12:24 PM, Homewood, Sue <sue.homewoodnncdenr.gov> wrote: My answers below.. Sue Homewood NC DENR Winston-Salem Regional Office Division of Water Quality 585 Waughtown Street Winston-Salem, NC 27107 Voice: (336) 771-4964 FAX: (336) 771-4630 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. 4 From: Derek Goddard [mailto:derekAbrec.biz] Sent: Monday, July 25, 2011 5:38 PM To: Homewood, Sue Subject: Re: Emailing: 11-0684 - Phil Stevens parking - hold letter - wilkes Sue, Thanks for the heads up. Here are my questions after consulting the GC 3821: 1. The currently existing parcel is 72% impervious. 2. Our Proposed PCN for parking would make the parcel 83% impervious if we used gravel or asphalt. Remember that they'd only have to treat the NEW impervious surfaces. If our client decides that he wants this area to be filled (not compacted) and grassed does the GC require Stormwater BMP's? If so then he will probably pave it. If they decide not to compact the fill and not to use it for parking, then we would not consider that an increase in BUA. However then the purpose and need of the culvert changes and you'd have to go back to the USACE and ensure they are willing to permit it under the new purpose and need. What if someone decides to buy the property and develop it (Pave It) in 10 years, would they be bound by the GC to then install BMP's per the manual? If so then this could be addressed at a later date as part of the site development and net usable space calculations. Yes, our approval is only valid for the purpose and plans submitted (or on file with the USACE). So, if he applies for safety reasons and then someone in the future develops the area, it could possibly trigger stormwater requirements at that time. We cannot predict what the regulations will be in the future. In any case we will revise the PCN to Include Safety Concerns as well Sorry for all the questions today. Thanks Derek On Thu, Jul 21, 2011 at 11:47 AM, Homewood, Sue <sue. homewoodkncdenr. gov> wrote: Derek, Per our conversation Tuesday. Derek Goddard, Principal Consultant Blue Ridge Environmental Consultants, P.A. 828.265.4425 336.844.4088 828.964.9349 Cell www.brec.biz derekkbrec.biz Confidentiality Notice: This E-Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREC, P.A. server) may contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or exempt from disclosure under applicable law. The information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this E-Mail transmission in error, please immediately notify us by return E-Mail or telephone to arrange for return of its contents including any documents. Derek Goddard, Principal Consultant Blue Ridge Environmental Consultants, P.A. 828.265.4425 336.844.4088 828.964.9349 Cell www.brec.biz derek e,brec.biz Confidentiality Notice: This E-Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREC, P.A. server) may contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or exempt from disclosure under applicable law. The information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this E-Mail transmission in error, please immediately notify us by return E-Mail or telephone to arrange for return of its contents including any documents. Classification: UNCLASSIFIED Caveats: NONE Derek Goddard, Principal Consultant Blue Ridge Environmental Consultants, P.A. 828.265.4425 336.844.4088 828.964.9349 Cell www.brec.biz derekkbrec.biz Confidentiality Notice: This E-Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREC, P.A. server) may contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or exempt from disclosure under applicable law. The information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this E-Mail transmission in error, please immediately notify us by return E-Mail or telephone to arrange for return of its contents including any documents. Derek Goddard, Principal Consultant Blue Ridge Environmental Consultants, P.A. 828.265.4425 336.844.4088 828.964.9349 Cell www.brec.biz dereknbrec.biz Confidentiality Notice: This E-Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREC, P.A. server) may contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or exempt from disclosure under applicable law. The information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this E-Mail transmission in error, please immediately notify us by return E-Mail or telephone to arrange for return of its contents including any documents. W W W J PHIL STEVENS FILL 0 ~ O U Q W Q W ° = W ~ ~ ~ W W U ~ W O ~ w m Q J ~~e~~ ~qR ~R J Q U G o~ ^s SITE O P~ z CF O ° z O ~ yP4 0 W O i0 BOONE y~~c`' USh hYQ' O`Y w Q 0 ryS0 JU~~~jOfAW~ S QZOOZQWQ° ~~f H U°ZOQJWZm Q= w~cnUO?U0o ~ J ~ 0 ~ wUZ~Q~~WQ °W~~UOdJU VICINITY MAP (NTS) NORTH ~WDUOc~UNZ ORTH CAROLI NA COU NTY MAP Z J ~ ° ~ W ° W ° 0 WI LKES COU NTY a a z Q ~ Q Z co ° ~ J W V M L ~ ~ r> ~ z Z ~ O j ~ U z ~ J W LL H ~ ~ Z Z Z_ W z ~ ~ Z W ~ zg z O w C7 ~ ~ ~ - z a~ ~ U w Z z ~ J N W D! W o z W W m U ~ C7 Z U x Z ~ m W' W O Y w z J ~ ~ O m JURISDICTIONAL DETERMINATION: ENGINEER: TOPOGRAPHIC SURVEYO BLUE RIDGE ENVIRONMENTAL BLUE RIDGE ENVIRONMENTAL BLUE RIDGE GEOMATICS, ~EYOR: SHEET INDEX: W ~ TICS, PA CS COVER SHEET m CONSULTANTS, PA CONSULTANTS, PA 1305 SOUTH COLLEGIATE 1305 SOUTH COLLEGIATE DRIVE 1305 SOUTH COLLEGIATE DRIVE WILKESBORO, NC 28697 0 IATE DRIVE C1 GRADING PLAN z ~9l C2 STORMWATER PROFILES WILKESBORO, NC 28697 WILKESBORO, NC 28697 LICENSE: C-3576 C3 AERIAL PLAN ° Q Q W LICENSE: C-3448 LICENSE: C-3448 D1 DETAILS Q ~ J W W o~ D2 DETAILS o 0 Z Y d O ZU_Y I uJ Wm~ ~ W ~ J ~ ~ Q = ~o~ W J_ ~ ~ 0 W d ~ Z W DATE. a8rosr~oll ~ PROJECT NUMBER U 0240012011 z W DRAWN BY: J.EDWARDS Q APPROVED BY. J.CHURCH ~ v SCALE: NTS (H) M U) Q CITY/TOWN: NORTH WILKESBORO SITE COORDI~ DRDINATES: LATITUDE = 36.154455 LONGITUDE = -81.172750 SHEET Lij cs © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT U ZAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE. LEGEND ~ w - - PROPERTY LINE ~ - -goo -EXISTING CONTOURS o(oe~i~~y ~ PROPOSED CONTOURS 9RORpq~ J o ~ -o~E-o~E-o~E- OVERHEAD ELECTRIC Gds SITE ~ ~ EXISTING FENCE ~~o~F ~ 'P~9o • ~Q5 z TO BOONE Q Q I CONSTRUCTION ACCESS 0 LIMITS OF DISTURBANCE \ \ Gsy j 0.31m ACRES ~ ~ \ ~YA~I T~~ Z w /,~STO~ ~ w ~ ' SEE DET. 2/Di J I / ~91~~ ff~nn \ V w ~ . ~ EXISTING ASPHALT ~ ~ I ~ \ VICINITY MAP (NTS) m ~ , ~ ~ ~ % ~ GENERAL NOTES 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ~ \ WORK. EXISTING GUAFtDRAI~ SECTION \ 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL z _ , TO BE REMOVED FO~CONSTRUCTION REGULATIONS. J 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE ~ DROP INLET ~ ~ _ ~ ~ \ \ START OF CONSTRUCTION. I SEE DET. 11D1 ~ ~ 4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. \ `O CONTRACTOR SHALL PAYALL COSTS ASSOCIATED WITH RELOCATION. J DROP MLET-1 ~ , ~ ~ \ ~X\TING BUILDING / i \ ~ 5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES Q WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES U WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH ~ INLEfSNIV RT: 980.ST / ~ ' \ \ \ \ \ RELOCATION SHALL BE INCLUDED IN THE BASE BID. ~ OUTLET INVERT: 95434 , / ~ ~ / j/ j/ / ~ ~ \ \ \ NIEW STORM DR4 NAG~INSTEM. 6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND Q \ ~,~1 SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT THEIR z \ ~ DISCRETION. O ~ EXISTING 18" HDPE PIPE TO ~ j / ~ ~ \ \ ~ \ \ ~ \ \ BE REUSED P RPIPE TAABL, , / ~j/ / ~ ~ \ ~Q z ~ .9 PAVEMENT NOTES o Q 1. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS. ~ ~ \ 2. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO z \ INSURE SMOOTH TRANSITIONS. CONTRACTOR SHALL SAW-CUT AND ~ TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED ~ 0 BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL ~ INTERSECTIONS). w 3. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ~ \ ENGINEER. z / 4. ALL EXISTING ON-SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF-SITE, INCLUDING ALL ATTACHED UTILITIES AND w o REVISION 08/092011 ~ ~ m STANDARD PAVING\ APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED TO THE Q o i ~ ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS. ° o ' \ I 1 ~ / / i- \ \ \ , SEE DET. 41D2 / / / a~/~ ~ / GRADING NOTES REVISION 08109(2011 ~ U ~ ~ ui p U w ~ / Q_000o!~~ 1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAUINGIGRAVEL IN _ z w w z = w Q ~ / ~ ~ AREAS TO RECEIVE PAVEMENTIGRAVEL AND TOP OF TOPSOIL IN AREAS TO BE U 0 0 z ~ J w p w / SEEDED AND/OR LANDSCAPED. z O Q Q= z m ~~~~z Op ~ 2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED w ~ U U p - U w ~ ~ AND/OR LANDSCAPED. w U z ~ Q ~ ~ ~ ~ 3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES 0 w ~ ~ U 0 d ~ U OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE z J Q z w w 0 Q p a!Oww w ~ ~ ~ ~ tl5 N~HUG~iE WIFH ~ \ \ \ ~ J CT.~~J ~OR~ DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR ~ w p U 0 U U U? ~ ~ \ ~ ~ ~CQ~FE GbL~~FQ CM~~ ~ \ ~ \ \ \ \ \ \ ~ \ ~'~IS~G'45~ 6~P T\15~iDP~ \ ~ \ \ \ \ ~ / CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF THE FACILITY. Q 4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY NEENAH FOUNDRY OR a o ~ ~ ~ ~ ~ ~''s ~ ~ ~ ~ ~i~ Tr~b~aa\ ~ ~ APPROVED EQUAL (U.O.N.) SEE SPECIFICATIONS. ~ Q 5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED. Q z ~ ~ Q 6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM ~ ~ ~ M s CLEARING AND GRUBBING SHALL BE DISPOSED TO AN APPROVED OFF SITE ~ z LOCATION BY CONTRACTOR. Z ~ ~ 7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS S z ~ ENCOUNTERED. J w 8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE-OUT AND z z z ~ W MARK OUT THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS ~ z w SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. z g z ° LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE ~ z a CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN > z ~ W PLACED TO THE OWNER'S SATISFACTION. w ~ w o z / 9. ALL WALLS ARE TO BE DESIGNED BY OTHERS. ~ z ~ _ ° 10. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. o ~ z ~ m / ENGINEER MAKES NO STATEMENT EITHER IMPLIED OR EXPRESSED w w ~ Y REGARDING CUTIFILL QUANTITIES. J M ~ Z 11. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL m / WITH RE-ROLLED ENDS. ALL BANDS ARE TO BE HUGGER TYPE. ~ / 12. ANY PIPE LOCATED INRIGHT-OF-WAY SHALL BE NCDOT APPROVED. 13. ALL STO D GE PIPES SHALL HAVE 12"MINIMUM COVER. ~ ~ / W ~ CONSTRUCTION SEQUENCE ~ / ~ 8" C BARREL ` ,9 % ~ 1. OBTAIN ALL NECESSARY PERMITS. m ~ 2. INSTALL CONSTRUCTION ENTRANCE. z 3. INSTALL SILT FENCE. 4. INSTALL PUMP AROUND. U ~ ~ - ~ j j ~ Xj~j / EXISTING BOX CULVERT 5. INSTALL MANHOLE BOX-1 AND REMAINDER OF PIPE NETWORK. ~ 6. BEGIN FILL OPERATIONS. CONSULT QUALIFIED SOILS ENGINEER REGARDING Q \ \ i % j ~ / ~ / WIDTH: 9' FILL MATERIAL PROPERTIES, COMPACTION, ETC. ~ 7. INSTALL CURB AND GUTTER. ~ \ \ ~ ~ ~ - - ~ % /j j/ ~I / HEIGHT: B' ~ / / LENGTH: 150' 8. INSTALL RAIN GARDEN. w ~ jj ~ ? / / INVERT: 950.16/ 9. COMPLETE PAVING OPERATIONS. ~ a Q EXISTING SIGN / - - _ _ ~ REVISION 08109(2011 Q w J W ' ~ O ~ 4' UNDERDRNNS ? ~ o~ ~ z aU w oz > ~ O O ~ O El(ISTING ~ANHOLE RgIN GARDEN -2', / / ~ / ,~\~S~ Z Y d O ZU_Y I TEMPORARY POOL . - / V~ uJ Wm~ ' ELEVATION 981.00 ~ LLl ~ J ~ ~ p = SEE DET. 21D2 / ~ ~Q~ w J_ ~ ~0 ~ d ~ Z / / w DATE'. / ~ REVISION 0810912611 08/09/2011 ~ PROJECT NUMBER U 0240012011 z / / PIPE TABLE STRUCTURE TABLE ~RAwNBV: w J.EDWARDS Q ~ ~ ~ ~ ~ PIPE NAME SIZE LENGTH SLOPE STRUCTURE NAME DETAILS APPROVES Bv. Winn a eo iniru rnooi innTrn uno~ nine cc ~n vo ecoc nice _ Woe ~r J.CHURCH ~ F FL nrL i U VVIIUUIIIlUVf1 LU urLnFL lu.Iu Ju. uio DROP INLET-1 Haul- avi.i~ 1-1 PIPE INV OUT = 977.00 SCALE: PIPE - 2 18 INCH CORRUGATED HDPE PIPE 15.69 1.28% Q RIM = 983.97 1 "=10' (H) LLJ PIPE PIPE - 3 18 INCH CORRUGATED HDPE PIPE 14.92 4.79% MANHOLE BOX -1 INV IN = 950.340 (v) PIPE PIPE - 4 15 INCH CORRUGATED HDPE PIPE 6.47 2.16% INV IN = 955.340 Q 10 5 0 10 20 SHEET: J PIPE PIPE - 5 60 INCH CORRUGATED METAL PIPE 28.55 2.64% r 1 W VI © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT U ZAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE. STORM 1 PROFILE STORM 2 PROFILE W cn STATION STATION W -0+25 0+00 1+00 -0+25 0+00 0+00 0+75 ~ 101 1010 101 1010 W J W O 100 1000 100 1a0o ~ Q REVISION 0810912011 REVISION 08109(2011 O ~ ~ Q W 0 PROPOSED GRADE PROPOSED GRADE ~ W 99 90 99 90 ~ W Q U ~ ~ ~ W 98 80 98 8o O m EXISTING 15" CMP ~ ~ MANHOLE BOX-1 DROP INLET-1 m PIPE -1 m r r m m D 97 70 D 97 ~ ~ 0 15"CMP o 70 ~ Q EXISTING GRADE PIPE - 2 PIPE - 3 RADE \ J PIPE - 4 I W 96 60 96 so J Q U O 95 50 95 5o Z O PIPE - 5 O z 0 EXISTING GRADE W 94 40 94 40 ~ z W 0 U Z W 93 30 93 30 -0+25 0+00 1+00 -0+25 0+00 o+oa a+ 5 z w Q o 0 JU~~~jOfnW~ STORM 3 PROFILE QZOOZQWQO STATION -0+25 0+00 1+00 2+00 2+5 UpOZ~~w~w 101 1010 _~zO~Q zm w~cnUO?U0o ~ J ~ 0 ~ wUZ~Q~~WQ OW~~UOdJU QZILW Q- ZJ~,p~WOWp ~WDUOc~UNZ 100 1000 REUISION 08!09!2011 Q a ~N o~ a z a PROPOSED GRADE Q z ~ ~ J w V M L ~ (h 99 90 ~ o ~ z~ o; ~ U z ~ J W LL H ~ ~ Z Z Z_ W z ~ ~ Z W ~ 98 Z Z o 80 O w ~ ~ ~ - z a~ ~ ~ w Z z ~ J N EXISTING INLET-1 W ~ W O Z m EXISTING GRADE r m JG GRADE MANHOLE BOX-1 0 ~ z o ° D 97 70 w w ~ W ~ Y 0 J_ ~J J O z m 96 so W ~ m ~ \ Z EXISTING 60"CMP O 95 O PIPE - 5 ~ 24" WASF 24" WASHED STONE W U) 94 40 Q Q w Q W J W o~ ~ z aU W oz > ~ O O 93 30 ~ ~ ~ -0+25 0+00 1+00 2+00 2+25 ° Z Y d O ZU_Y I uJ Wm~ ~ W ~ J ~ ~ Q = ~ ~ ° H W J_ ~ ~ ° W d ~ Z REVISION 0810912011 ~ATe ~ 08/09/2011 ~ PROJECT NUMBER U PIPE TABLE STRUCTURE TABLE 0240012011 z PIPE NAME SIZE LENGTH SLOPE STRUCTURE NAME DETAILS ~RnwN Bv: W J.EDWARDS Q PIPE -1 18 INCH CORRUGATED HDPE PIPE 55.70 38.16% DROP INLET -1 RIM = 981.75 APPROVES Bv. INU OUT = 977.00 J.CHURCH ~ PIPF - ~ 1R INIf;H f:~RRI I~ATFII HI1PF PIPF 1.ri fiQ 1 7R°G RIM = 983.97 SCALE: PIPE - 3 18 INCH CORRUGATED HDPE PIPE 14.92 4.790/( MANHOLE BOX-1 INV IN = 950.340 Q PIPE - 4 15 INCH CORRUGATED HDPE PIPE 6.47 2.16% INV IN = 955.340 u)r\ 1 „_10; (H) 1 =10 M U) PIPE - 5 60 INCH CORRUGATED METAL PIPE 28.55 2.64% Q 10 5 0 10 20 SHEET: J C2 w~ © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT U ZAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE. UQ GO (600w < LL LL Z < < 0 o O o z�_ w w T z m -LL —0 h U.� �>_w< 2 0 < Z LL W o < 0 C(_ 0 LL tip w Q D7 L0 00 0 N 00 N z O Z o O cdO o � O O d 0 J Q 0 W W ID� J m Z c') 0 _ w 00 Q Z W 00 (o C J M s =)� Z C? � � W O j U z of J W LL z Wz j W W (If Z :21o z O 2E W — z 2E W (5 Oo Z z c/)C� Lu N J O Lu W Wm U p U' U U = 0 Z m O� Lu Z Lu L, Y J �2 J W m 0 U Z LLj o Q D7 0 0 00 O UQ GO (600w < LL LL Z < < 0 o O o z�_ w w T z m -LL —0 h U.� �>_w< 2 0 < Z LL W o < 0 C(_ 0 LL tip w Q D7 L0 00 0 N 00 N O Z o O cdO o � O O d OL J Q 0 W W ID� J m Z c') 0 _ w 00 Q Z W 00 (o C J M s =)� Z C? � � Z O j U z of J W LL Wz j Z W (If Z :21o z O W — z W (5 Oo Z z c/)C� Lu N J Lu W Wm U p U' z U = 0 Z m O� Lu W Lu L, Y J �2 J m W m Lu Q J J_ LL Z Lu Lu J W U) W H W J n 75 O U Q U) Q 0 W W U Lu Lu H U) U) z Q n Lu Q U U) H O z O 0 z O F_ U H U) z O U O LL 0 Lu U) Q Lu J NW I..L O z W > W DATE: 08/09/2011 >_ PROJECT NUMBER: U 0240012011 z W DRAWN BY: J.EDWARDS Q APPROVED BY: J.CHURCH O SCALE: 111=10' (H) (v) U) Q SHEET: W J C3 © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE. D7 L0 00 0 N Q U O Z o O o � O Q m �-c) OL co U_ Y 0 W W ID� J m Q c') 0 _ w J O 2 6' O W U) W H W J n 75 O U Q U) Q 0 W W U Lu Lu H U) U) z Q n Lu Q U U) H O z O 0 z O F_ U H U) z O U O LL 0 Lu U) Q Lu J NW I..L O z W > W DATE: 08/09/2011 >_ PROJECT NUMBER: U 0240012011 z W DRAWN BY: J.EDWARDS Q APPROVED BY: J.CHURCH O SCALE: 111=10' (H) (v) U) Q SHEET: W J C3 © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE. W 1 ~ W SILT FENCE J D 1 WIRE FENCING STEEL POST D 1 WIRE FENCING WOVEN FILTER FABRIC 8 MAX FILTER FABRIC O #5 WASHED STONE U 3000 PSI CONCRETE APRON WITH 6X610110 WWF (COLOR DARK GRAY) 5' TYP. GRATE AND FRAME 30"MIN Q~ (n ~U - w~ 0 Q N J m SLOPE % 10' GRATE - - - W W ~ .~\~~f J 0 - - , _ - - 8"MIN ° _ - FOOTING BEYOND Q ~'j' I. ~ ' STEPS REQ'D FOR N ~ W ~ 8 BOXES>4'DEEP - - - ~ W #4BAR CONT ' ,I 1, ~ II .1 AT 10 O.C. PRECAST BOX X . . o • I I m 4"MIN ~ GENERAL NOTES: MAINTENANCE NOTES: ~J.J 4 PERF PVC PIPE WITH w ~ I m 1 CUBICYARD w ~ I' oo I ~ CC ~ 0 0 CLEAN STONE FILTER • ~ w v o00o I • 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY ~ (INSTALL ON 4 SIDES) PRE-CAST BOX ~r : ~ o 0000 LINE WIRES WITH 12" STAY SPACING. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH (n QU I oo I 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY ~ GROUT SMOOTH ~ ~ ASPAHLTPAVING I o00o I • ~ ~ Q OR CONCRETE 0000 I AROUND PIPE ~ I I , . MORE THAN 30 DAYS. REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. I. ~ I 'I'~. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL ~ TYPE. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO z 6 a L-~ .J. 4. WIRE FENCING SHALL BEAT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS Q (TYP.) VARIES ~ + ~ TO FIT PIPE O.D. ,.r I I 12" STAY SPACING. NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. J - - - ANDGRATE INLET . I 5. TURN SILT FENCE UP SLOPE AT ENDS. W •y 6. WIRE MESH SHALL BE MIN.13GAGE WITH MAXIMUM 12"OPENINGS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH I (D , 7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS uJ I I CONCRETE APRON NOTE. PIPE ALIGNMENTS SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE J 8. DRAINAGE AREA CAN NOT BE GREATER THAN 1l4 ACRE PER 100 FT OF FENCE. DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND U 4 WASHED STONE 000 PSI CONCRETE AROUND INLET ~ SHOWN ARE EXAMPLES 9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA SEEDED. ~ (COMPACTED) #4 KARAT 8" O.C.E.W. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR ~ OTHER AREAS OF CONCENTRATED FLOW. 11. PLEASE REFER TO NCESCPDM SECTION #6.62 FOR ADDITIONAL DESIGN Z SPECIFICATIONS REGARDING SILT FENCES. 0 z O w 3 E & SC TEMPORARY SEEDING SCHEDULE D 1 * DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS LATE WINTER & EARLY SPRING (FEB 15-MAY 15) SPECIES RATE (LBIACRE) RYE GRAIN 120 w AND Q LAYER OF KOREAN LESPEDEZA 50 ° BLACK PLASTIC LAYER OF OF SUMMER (MAY 15-AUGUST 15) SANDBAGS BLACK PLASTIC PLASTIC ~~~~Npcnw STREAMBANK SANDBAGS RIPRAP FLOW SPECIES RATE (LBIACRE) 0 0 ~ ~ ~ Q-I~I~ZQ~QO \ DISSIPATOR ~ HANNEL BEDNVORK AREA >\j\ \j /\\/~\i\\i\ GERMAN MILLET 40 ~ O p z~ J w m w OR _ zOQQ=zm . TALL FESCUE 50 w~~~o~cn0m WATER SURFACE 1' ABOVE UZ~Q~~WQ ELEVATION 'A~ / BASEFL W FALL (AUGUST 15-DECEMBER 15) w (7 ~ J o ~ Ow~mUOdJU (2' MIN.) \ \ \ \\\f\~\\\•~ \ \ \ \ ~ ~ \ , • SPECIES RATE (LBIACRE) z J Q z~ w 0 Q p G'Oww w ~WDUOc~UNZ RYE GRAIN 120 a ~N SOIL AMENDMENTS ~ ~ SECTION B-B' SECTION A-A' FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER RATE TO z Q 1000 LBIACRE IN THE FALL. ~ w ~ M s J ~ V MULCH ~ o APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A z ~ ~ MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. ~ z ~ J W LL MAINTENANCE ~ c~ z REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LBIACRE OF w z w ~ NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY z g z ~ MARCH. ~ ~ z a ~ U w Z z ~ J N w ~ W O Z LL1 W m U ~ B' C7 Z U x z ~ m W O Y w z J ~ ~ O m U SANDBAGS STREAM BANK. • . , E & SC PERMANENT SEEDING SCHEDULE W ~ * DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS m SEEDING MIXTURE z SPECIES RATE (LBIACRE) FLOW U DISSIPATION KENTUCKY BLUEGRASS 100 ~ DEVICE / ~ ~ TALL FESCUE 20 / ~ I CHANNELBEDIWORKAREA UPSTREAM POOL REDTOP 10 ~ SERICEALESPEDEZA 5 ~ ~ ~ KOREAN LESPEDEZA 5 ~J,J a ~ A SEEDING NOTE Q W 1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED. J ~ / ~ J 2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZAAND INCREASE KOREAN LESPEDEZA TO 40 LBIACRE. " ~ W (n ° N I z aU DOWNSTREAM POOL SUMP HOLE NURSE PLANTS W ~ o ~ FLOW DIRECTION OR POOL BETWEEN MAY 1 AND AUGUST 15 ADD 10 LBIACRE GERMAN MILLET OR 15 LBIACRE TALL FESCUS, PRIOR TO MAY 10R AFTER AUGUST 15, ADD 40 LBIACRE RYE GRAIN. IT MAY BE ~ ~ ~ Q (12"MIN. DEPTH, 2' MIN, DIAMETER) BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA IN MARCH. _ ~ } Z Y ~ d O Z U Y I SEEDING DATES BEST POSSIBLE ° w ~ ~ ~ ~ • BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15 ~ o ~ W_ MAR 1-APR 1 MAR 1-MAY 10 ~ _ ~ ~ w a~z W ABOVE 2500 FT: JULY 25-AUG 15 JULY 15-AUG 30 DAre ~ MAR 20 -APR 20 MAR 5-MAY 15 08/09/2011 ~ PUMP ' COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES. PROJECrNUMBER U 0240012011 z B SOIL AMENDMENTS DRAwN Bv: W DEWATERING APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5-10-10 FERTILIZER. J.EDWARDS Q DEVICE (DIRTISEDIMENT BAG) MULCH APPROVED BY. APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR J.CHURCH ~ ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. SCALE: LL PLAN MAINTENANCE REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. NTS N) Q SHEET: uj J D1 © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT U ZAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE. 1 1 w NOTE: USE INLET PROTECTION TO DISSIPATE 2 i i i i i ENERGY AND REMOUE SEDIMENT (FOREBAY, CURB AND GUTTER w STONENEG. FILTER STRIP, REINFORCED SWALE, ETC.) D2 D2 J 3"~"DOUBLE SHREDDED HARDWOOD MULCH WITH 0 TEMPORARY POOL DEPTH 9"-12" CAROLINA STALITE APPROVED PLANTING SEE AGGREGATE LIST BELOW Q Q FILL DIRT PERMEABLE FILTER FABRIC 6" 18" (n TER FABRIC ASPHALT PAVING J 0 LINING ENTIRE BIORETENTION 310RETENTION SEE DETAIL Q > 3-4 DEPENDENT UPON CELL - - TARGETED POLLUTANT I I I IIII ~ w ® ~ w U = 1= 1= 1= =1 = _ = 1= 1= 1= =1 =1 =1 = = 1= 1= 1= =1 = = A 6, 1" RAD. ~ W ~ ,o. •e PERMEABLE 4 TO 6"UNLINED, WASHED X57 STONE ~ e' ~ . WM FILTER FABRIC SLOTTED PUC (USE AT ENVELOPE ae a 0e.: d W . e• ~ <a OUER ENUELOPE LEAST 2) WASHED STONE RAIN GARDEN PLANTING LIST LATIN NAME COMMON NAME NC HABITAT SIZE/FORM - ASPHALT SHALL BE d' ~ 18" HDPE ACER NEGUNDO BOX ELDER ACROSS NC SMALL TREE ~ ABOVE GUTTER EDGE ACER RUBRUM RED MAPLE ACROSS NC MEDIUM TREE ARONIA ARBUTIFOLIA RED CHOKEBERRY ACROSS NC MEDIUM SHRUB - - - - z 12" WASHED STONE CERCIS CANADENSIS REDBUD ACROSS NC LARGE SHRUB 3000 PSI CONC. Q CLETHRA ALNIFOLIA SWEET PEPPERBUSH COASTAL PLAIN, PIEDMONT MEDIUM 5HRU8 EXISTING GRADE 60" CMP ALL SIDES CORNUS SERICEA SSP. STONOLONIFERA RED OSIER DOGWOOD PIEDMONT, MOUNTAINS MEDIUM-SMALL SHRUB CURB AND GUTTER J CYRILLA RACEMIFLORA TI-Tl COASTAL PLAIN LARGE SHRUB (SEMI-EVERGREEN) 1~ 1 i DIOSPYROS VIRGINIANA PERSIMMON PIEDMONT, MOUNTAINS SMALL-MEDIUM TREE COMPACTED ABC I EXISTING GRADE EUONYMUS AMERICANA STRAWBERRY BUSH ACROSS NC SMALL SHRUB FRAXINUS PENNSYLVANICA GREEN ASH PIEDMONT, COASTAL PLAIN MEDIUM TREE HYPERICUM FRONDOSUM ST. JOHN'S WORT PIEDMONT, COASTAL PLNN GROUND COVER/HERBACEOUS W ILEX VOMITORIA DWARF YAUPON COASTAL PLAIN SMALL SHRUB (EVERGREEN) J JUNIPERUS NRGINIANA GREY OWL RED CEDER ACROSS NC SHRUB (EVERGREEN) U MAGNOLA VIRGINIANA SWEETBAY (MAGNOLIA) COASTAL PLAIN SMALL TREE (EVERGREEN) MYRICA CERIFERA WAX MYRTLE ACROSS NC LARGE SHRUB (EVERGREEN) 24" OF WASHED STONE PINUS PALUSTRIS LONGLEAF PINE COASTAL PLAIN, PIEDMONT TALL TREE (EVERGREEN) ALL SIDES PINUM TAEDA LOBLOLLY PINE PIEDMONT, COASTAL PLNN MEDIUM TREE (EVERGREEN) OUERCUS PAGODA CHERRYBARK OAK PIEDMONT, COASTAL PLAIN LARGE TREE O SAMBUCUS CANADENSIS AMERICAN ELDERBERRY ACROSS NC MEDIUM SHRUB z SCUTTELLARIA INTEGRIFOIJA SCULL CAP ACROSS NC GROUND COVER O O z 0 W z W 0 U Z W U Z 1"ASPHALT SURFACE COAT LLj o H Q ~ 2"ASPHALT BINDER p o 0 6"ABC COMPACTED STONE BASE (COMPACTED T0100% MODIFIED PROCTOR) JU~~~jOfAW~ QZOOZQWQO COMPACTED SUB-GRADE CONTRACTOR TO APPLY SEALER U_OZOQJWZm Q= PRIME COAT COAT PER SPECS AND STRIPE w~cnUO?U0o ~ J ~ 0 ~ wUZ~Q~~WQ OW~~UOdJU QZILW Q- zwW'OwWOW~ ~WDUOc~UNZ Q a ~N o~ 0 a z Q ~ Q Z co ° ~ J w V M L ~ ~ r> ~ z Z ~ O j ~ U z ~ J W LL GENERAL NOTES: 1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT H ~ ~ Z Z Z_ W z ~ ~ Z W ~ zg z O w C7 ~ ~ ~ - z a~ ~ U w Z z ~ J N W D! W o z W w m Uo C7 Z U x Z ~ m w ~ Y w z J ~ ~ O m U W ~ m ~ U) Z O U O w Q Q W Q w J W o~ ~ z aU W oz > ~ O O ~ O Z Y d O ZU_Y I uJ Wm~ ~ W ~ J ~ ~ Q = ~o~ w J ~ ~ 0 W d ~ Z w DATE. a8rosr~oll ~ PROJECT NUMBER U 0240012011 z W DRAWN BY: J.EDWARDS Q APPROVED BY. J.CHURCH ~ v SCALE: NTS (H) M U) Q SHEET: uj J D2 Lij © COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT U ZAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.