Loading...
HomeMy WebLinkAbout20080197 Ver 1_Minor Variance_200801240 8 0 1 9 7 N.C. Division of Water Quality January 21, 2008 Attn: Amy Chapman N. C. D. E. N. R. I, Jonathan Coulter, am submitting this letter seeking an Authorized Certificate upon a "no practical alternative" determination of utilizing part of Zone 2 of the Neuse Riparian Buffer. (i) Jonathan Coulter, 2713 N Mayview Rd Raleigh 27606, 919.219.4678; (ii) Minor variance request for the installation of gravel driveway in Zone 2; (iii) Pineview Hills (subdivision), USGS Raleigh West (NC) Quadrangle; UTM Zone 17 707380E 396O9O9N; N.C. Division of Water Quality in Raleigh jurisdiction; (iv) See attached maps; (v) This application for a minor variance is sought to be able to integrate a gravel driveway in conjunction with an existing retaining wall. Because there is a central desire of the construction of this new house and surroundings to have universal accessibility, the current ability to park a vehicle close to the house is very difficult. This proposed driveway would disturb approximately 35 linear feet and 700 square feet of Zone 2 of the riparian buffer. (vi) Best management practices: There are multiple strategies that have been and will continue to be utilized to reduce soil surface impacts and supplement soil stability pre, during, and post construction. Currently clover and vetch ground covers are present to strengthen soil stability on the exposed soil locations created after preparing the building site. During construction, a silt fence will be located between Zone 1 and Zone 2 as well as an additional one located between Zone 2 and the construction site. r1 {_ ~, 1 AML ..___' s Post construction, to minimize overland flows, clover and vetch will be replanted to stabilize soil and return nutrients back to the soil for the replacement ground cover. To eliminate the impacts of house roof downspout water volume on soil surface erosion, cisterns will be incorporated into the downspouts. These cisterns will be utilized to water the landscape surrounding the house in a more dispersed manner than just during periods of rain. Also, post construction fruit trees and berry bushes will be planted in Zone 1 and Zone 2 to supplement the development of root development in stabilizing soils conditions. U ~~~~~~ D s~~ ~--_ ~~-_i r~Zve~ ~ JAN 2 4 2008 DENR - WA7EFt QUALITY ~LANDSAND,^7~~ATER BRANDN 08-019 I, JOHN H. CHANDLER., PLS L-4389, CERTIFY -NOTES - THAT THIS PLAT WAS DRAWN UNDER MY 1. ALL DISTANCES SHOWN ARE HORIZONTAL SUPERVISION FROM AN ACTUAL SURVEY MADE GROUND DISTANCES IN U.S. SURVEY FEET. UNDER MY SUPERVISION FROM INFORMATION SHOWN 1. PIN,/.• 0783-76-1168. IN DEED BOOKS REFERENCED ON MAP AND MAP 3, THAT 1HE SURVEY IS OF AN EXISTING BOOKS REFERENCED ON MAP; THAT ANY UNES NOT pARCEI OR PARCELS OF LAND; ACTUALLY SURVEYED APPEAR AS BROKEN LINES 4. PROPERTY ADDRESS IS: AND WERE PLOTTED FROM INFORMATION AS NOTED 5006 LINES ROAD ON THE PLAT; THAT THE RA 110 OF PRECISION AS RALEIGH, NOR1N CAROLINA 17606. CALCULATED IS BETTER INAN 1:10,000; 1HAT 1HE AREA IS COMPUTED BY COORDINATE METHOD. ~- REFERENCES - Wi INESS MY ORIGINAL SICNA LURE, REGISIRA 110N NUMBER AND SEAL THIS 1HE 11 N~7- - 1. DEED BOOK 12109, PAGE 916 DAY OF ~!4 N4f / A.D.,2007. 2. MAP BOOK 1957, PAGE 47 ~~ ~ / 1 ~ AREA = O.J19 ACRE5 V (((~11 13,914 S0. FEET JOHN H. CHANDLER L-4389 ~~~tltttt PROFESSIONAL LAND SURVEYOR ~~• ~~~ - FEMA - ,~~~ .~ :: ~RQ~~i, FIRM: 3720078300) O~•• •• r; EFFECTIVE DALE: MAY 2, 2006 'Z'~ ~O~E9a/ON,~• ~9 ~ ZONE: X (NOT IN FLOODZONE) S ~ SEAL` _ _ - L-4389 ,~~tttttlt~~~~~ BLOCK 12 LOT Z I BLOCK 12 ~ LOT 11 IPF`~IP ~1 ~ ``` _ 569'48'24"E ``~~~' \` X73.98' i /~$ ,~~ 2 ~ J ~. ~~~ ~s ~1 _ M BLOG< 12 LOT 1 /' -i ~i 30' SE1BA LINE C~ 21\`1 ' ~~"11 I ~>E O n~i ~~ b - VIU1Y11 f Mflr - (NOf 1D SCALE) - SETBACKS - FRONT=30' REAR=30' slDe=10' -LEGEND - IPF IRON PIPE FOUND IPS IRON PIPE SET R/W RIGHT-OF-WAY CLF CHAIN LINK FENCE Cl CCEANOUT 1~ LIGHT POLE SSMH SANITARY SEWER MANHOLE CL CENTER LINE .. o a `~.' SSMH ~. , ~ 1 ~ JAh 2 4 2008 I ` I BLOCK 12 I ~~ LOT 12 I BLOC~C 12 ~ ~~ 515 Z8'00"E LOT 13 ~ ~ 139 89' s o I ~ ! d1 ~ne2 ~ ZB''ei 0 2 t5 30~ Z I Lu.v o ~] N {v ~ ... ro (~.1 o __ BLOCK RETAINING WALL R/W -_ - ~._ - _----- - SCALE: 1" ~ 40' ti, vEL ,~ 20. ~ ~ - ~~ 104.78 IPF IPF N85'313~2 E 15' SSMH O/ ~ soEpu eOAD a.....~__.~----- R/W '"'-"` - -LINE TABLE - LINE BEARING LtIVG-rl L 1 N63'43'43 ° 11.82 ~cnanmer 6ROOP 7621 I'urfoy Ror,d 5ulte 101 FuqueyVa-ine, IfC 27516 f" 919.552.~8~5 F. 919.552.6962 X912 E Oek hlrtnd Drive Oak -alrrnd NC 28465 P: 910.2~'A.9415 F. 910178.9060 www.tcgpr<com . ~ ~ M N~ PLOT PLAN PRO) /: rcc_IOO7s9 OF ~ SVYR: JHC DWN BY BSP LOT 13 • CARDINAL HILLS SUBDIVISION flLE 2007/200789 FOR JONATHAN COULTER SCALE: I" . 40' DATE: 08-ZZ-2007 SHEET Io/I RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA PROFESSIONAL LAND SURVEYOR ~~~ ~ ~ ~ " ~ ~ ~ ~ ~ i~ - FEMA - ~~~~ '(N ~•~R~~ ~~i, FIRM: 3720078300) O ~:• ESS~ ••~~i '~ . ~~ ~OF ON ~9 ~ EFFECTIVE DATE: MAY 2, 2006 ZONE: X (NOT IN FLOODZONE) Q ,9! SEAL = L-4389 v x•9'1'0 ~y~~ ~- ~ : IPF , 'i~'SN ••••N• 0~ CLF _ ' I io ' ~~ ! a BLOCK 12 LOT 2 1 ~ I i /~ ~. ~ ~ ~ ~ ~ I ~~.~ BLOCK 12 LOT 1 ~. ~ C,i I woi ~o o ~,, - SETBACKS - FRONT=30' REAR=30' SIDE=10' - LEGEND - IRON PIPE FOUND IRON PIPE SET RIGHT-OF-WAY CHAIN LINK FENCE CLEANOUT LIGHT POLE \ SANITARY SEWER MANHOLE 5''a \ CL CENTER LINE ~m ~ ~ ~ BLOCK 12 ~ ~ I 'a LOT 11 %~ ~\ \~ z \ ~ S69 48'24"E \ 1 .~,` 73.96' , / \ ~` r 1 .~ N ~ n~~ SHEDS ~., 1 Q `~~~ ~~ ,~~,,. ~~r= ~ ~, ~ ~ m ~ rlZ ~ \ ~ ,; ~ 7d ~ 1 t,~ ~ I\~•1 Z'~ ~~~ v , 1 ~,~ 19.9 I ~1i \~ ~,,, ~~~ BLOCK 12 o i ~ ~ ! '~ \ LOT 2 ~ ~ ~ ~; ~ -~ z I ; ,~ ~ ~ ~, ~ BLOCK 12 > ~ ~\ ~; ; S15 28'00"E z m "' LOT 13 m ~ ~~ ~ a m N i Z;, I ~ ~~ ~~ 139.89' 10.3' CONCRETE BLOCK WALL R/W '- - -'--"" - ---- IPF SCALE: 1 " = 40' chandler sROOP ° 0 50'x; _"~. ` ~ \ ~ _ _ _ _ ~ _ - - 5p ; $.\ ;~ ~ ~ ~~ ~ .N85'31'32"E 104. ~ IPF \ ~ ~~~~~~ ROAD o D ~ o LILES (so' PUBLIC R/W) JAN 2 4 2008 DENR - WATERf~p~ Win' R/W _ ~IyETI~cN@S-A1G1T5761~ I~WATER BRANCH 7621 Purfoy Road, Suite 101 Fuquay-Varma, NC 17526 P' 9195524845 F.• 9195526961 4911 E. Oak Island Drive Oak Island, NC 18465 P: 910178.9415 F.' 910178.9060 www.tcgpa.com - LINE TABLE - LINE BEARING LENGTH Zp L1 N63.43'42"E 11.82 FOUNDATION SURVEY PROD ,~• TCG_200789 OF SVYR: JHC LOT 13 • CARDINAL HILLS SUBDIVISION DWN BY.• 2 0 0 7/2 0 0 789 FOR JONATHAN COULTER SCALE: 1" = 40' DATE• 11-09-2007 RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA SHEEL~ i of i