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HomeMy WebLinkAbout20140866 Ver 1_Site Plan_20140818 (2)Strickland, Bev From: Deborah Shirley <dshidey0>sandec.com> Sent: Monday, August l8'ZUl4ll:3ZAK4 To: Strickland, Bev Subject: RE: Jackson Manor P[NApplication OK, | just dumped 6 files in the dropbox, all are SW related except the "Jackson Manor-Wetland Exhibit 2014- O8-134df" file, those are the impact exhibits. Deborah Edwards Shirley Soil & Environmental Consultants, PA 919-846-S900 (office) 919-673-8793 (mobile) ATHINK BEFORE YOUPRINT From: Strickland, Bev Sent: Monday August 18, 2014 10:19 AM To: Deborah Shirley Subject: RE: 3ackson Manor PCN Application From: Deborah Shirley Sent: Friday, August 15, 2014 3:20 PM To: Strickland, Bev Subject: ]ackson Manor PCNApplication 0ev, The Jackson Manor P[N application package was submitted today. The project engineer did not provide a data CD. Therefore, when you are ready ... please send me an email requesting the SW info and I will send via Deborah Edwards Shirley Environmental Specialist Soil & Environmental Consultants, PA NEW ("'PFFICE LC,'PCA-riC,'PN: 1 North Quarter Office Park 8412 Falls of Neuse Road, Suite 104 Raleigh, NC 27615 919 - 846 -5900 (office) 919 -673 -8793 (mobile) �v . wSandiAC,colrl. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our standard review /quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e -mail and delete the original communication from your system. Thank you. THINK BEFORE YOU PRINT DRIVE (SR 4550 - - - -- I � I � 1 \ \ \ \ \ i i I I I I I 1 I I I I I I I VICINITY 1\ s\ 20' DRAINAGE :ASEMENT Developer /Applicant: Tim Adams SHEET INDEX EXISTING CONDITIONS .............................. 2 IMPACT EXHIBIT ........... ............................... 3 Prepared by John W. Harris, P.E. Consulting Engineer ZONE 1 = 146,043 SF ZONE 2 = 105,45 5 SF WETLAND == 35 473 SF PERENIAL STREAM = 2,309 LF INTERMITTANT STREAM = 1,445 LF' IMPACTED AREAS: BUFFER - PERMANENT: ZONE 1 = 5,527 SF ZONE 2 = 2,361 SF BUFFER - TEMPORARY: ZONE 1 = 47 SF ZONE 2 = 0 SF WETLAND == 232 SF STREAM PERENNIAL - PERMANENT = 138 LF (0.014 ACRES) PERENNIAL - TEMPORARY = 10 LF (0.001 ACRES) TOTAL = 8,826 SF / 148 LF n �1 GRAPHIC SCALE 150 300 ( IN FEET ) 1 inch = 150 ft. LEGEND umm50 NEUSE RIVER BUFFER WETLANDs OPEN SPACE 'ALL AREA caa r mom rm oaam w + maim cm .. POND PERMANENT DRY DE EIfnoN POND \1� POWER LINES POLES Cc\h)) EXISTING WELL SITE TREE PROTECTION FENCE F wgkF c,N c6uNc yNTY ss.sasns;:a:n¢;;m s:mssm;ss;sso: a.:awms: me: U c O W O Z C'3 O� �U o V R \J O � N N II � O O'er W N �N (� N � U � • rl cz n y O O �w O �C W Developer /' App9[icant: C72) � Jim Adams ;II S140 0 rep are e d bye < s� h ` 7 0 00 • ------- I -------------------------------- ( ;T..3 John W. Harris, P.E. Consulting En ineer 5 9 '� FRAwq <% (6,D9 O 6 o 2 iC,6�jNTr co ;, 26, \ e 6 8 ` OPEN o� ° ".',9s - - - - -_- _ - a ; 4g O C6�/ 7I - - ---------- --------- -SPACE Aso `� • ": �e 6 6 I -------- - - - - -- \EXISTING 6" PVC WATERLINE 80) \ 1 1 1 11 N I 00 I I r I I � I I I I � I I r1 f I I L1_ I I I QD Q' r � I I M I I I I I I I I ! ^ d I �J) I I I L. I I I I W O I 10 I r- I LLJ I 0 I / I I m i r L_. I I I � I I I I W I I � I I f Q 1 I I 1 I I I 1 I � I I 1 Izl I 01 I 1 I � I I 1 I � I I I LINE TABLE ELL � LINE LENGTH Nft1SE RIVER BUFFER BEARING WETLANDS L--1 158.01' N 01 °12'18" E L -'2 76.71' N 09 °18'14" E L -'3 235.41' S 02 °51'09" E L -4 78.80' N 77 °33'00" E L -5 147.62' S 46 °22'22" E L -'6 118.29' S 04 °45'36" W L -7 202.11' S 36 °41'43" E L -8 214.12' S 18 °03'26" E L- 9 103.70' S 13 °00'16" E L -10 50.13' N 85 °26'29" E L -11 118.44' N 84 °13'42" E L -12 53.39' N 53 °02'41" E L -13 393.14' S 07 °36'25" W L -14 300.00' N 18 °30'37" E L -15 181.04' S 04 °54'32" W L -16 172.24' S 04 °54'42" W L -17 74.9E' S 04 °04'41" W L -18 383.82' N 08 °56'30" W CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING C- 1 181..56' 1747.29 181.48' S 04` 37'49" W LECaEND ELL � TREELINE WITH HATCH luxu50' Nft1SE RIVER BUFFER WETLANDS AAII1111111 „111, FENCE \ I I POWE31 LINES POLES CvE:MINC WELL SRE � 37 • � 41 40 n 1, i I 1 x BARN � x 29° 31560 ,, TRACT 1 x � I I I I I I I I I 1 I I I I I I I I I I I I � - - - -- \� L_< 11 ! < L__ L_ L_ I I I I I i- - -- - - . OPEN SPACE 18 1 -------------------- - - - - -- I I ' I � I UI I 17 I I , I , - - --- x X130,680 sq.ft. ! •'' , / - -- ----------------------- x o;� 3.000 AC. 2 >, !I \ I '�O i •I 4 }. L._ L_ L__ L__ L__ L__ L__ L__ L__ L� `C, 1 6 CD I I I I I I I I SHED L,._ L L L L L L I L L� tt .� >1 I I I I I I I I ! • 60 ° \�..� ,,,, _I> C\`, L._ L_ L__ L__ L__ L__ L__ L__ L__ L�, x 2 \ 0 3 ,, � �\ ! � x 1 I �(� Iv ., L__ L_X x _ \ \ \( if / ` �'��� III ��JII'`I�� � `'•►,,� ,� I I I I I I I I I \ \ 1 `' I I I I I I I I I 1 BARN x. k -\_ III I silll 11 ? \ x \ h Yw v v �.' ill li 11 4II'I ', { � y )SHED x / , , III 1 M 1111 1 5 ,� L._ L._ L._ L._ L._ L._ L._ L_ x ^ g- , I I I ! I I 1 I x tqq I rl II11, IIII 36 ) \ \ 111}1 �7 �;1 L._ L_ L__ L__ L__ L__ L_ I ".�. P'I IIIl F� I_ 6,� 111 1 x I I I I I I I I 11)II III I I�� r 1 I 1 I 1 I 1 � hl, I 11 I 1 u„ aIIII T R A C T 6" W ' , GRAPHIC SCALE 75 150 300 ( IN FEET ) 1 inch = 150 ft. N ` - F L__ 2)814,760 s f t. h;ll; -- L__ wg4 </N / 111 _Y L__. _ , -_ L._ L__ L._ CON y � h- 64.62 AC �L / - - � 'll� i � IP � ' f /117 II1 / If l l 1 -------------------- - -. I ! I I III I ----------- - -- ---- I III Irv.. r L.- L__ L__ L__ L__ L.. I, L__ - --- L__ L__ -.__ --- --- L L__ L__ --- L --- --- --- L__ L.__ --- --- --- --- L__ L__ ___ /� I/ 11� I:�I I ilJl / L__ L__.. ; L__ L._ L__ L__ L__ L_ L__ L_- �'.�`� ""• v_�.v_V �'..�..� L.__ L__ L__ L__ L_ L.__ L__ L__ L__ L__ L.__ L__ L_ L__ L__ L__ L__ L__ L__ L__ L__ L__ L__ L__ L__ tin �11 I'll' III� I I I I ! I I I ! I ! I ! I s l ! ! I I I I I I I I I I I I I I I I W 1 i I I I I I I I II I It) III � I __ L__ L__ _.._ _ _ _ I � L__ L._ L__ L__ L__ L_ L__ L__ i-._.._.._.._ _ ._ ._ _..._ _..._ .__ _. I I i I I I n-1 I I Illil Ill, I. I _ 1t 'Y!Y1 I I I I I I I I 1 I I I I I I I 1 I I I I I I I 1 i H.LI II_I I //_ "'j7 IIII 1 I l l I l l I I l l l Y I I I l l ----- --- _-_---- h�1___ L__ L__ L.__ L__ L__ L__ L_ L__ L__ L_ L__ L__ L__ L_ L__ L__ L_ L__ L__ ,}I-.j 'I_ Il --kj1 L�.. - - ;'J L_. __ L._ L__ L__ L_ L__ L__ L__ L__ L -. ______i_____________ ``I�1 u_ I f11f AIII / IIII IIII IU 1 I - I --1 --1-_- -J--- t--- T__ - ?__ -i I -I I WI1 L._ . I - - _ L L__ L_..f� I I I I I' 111 Ilpl III IInn I j I I o �--- ---- --- -------- -------- ------ ---- -- I I I I I I I I l I I I "l. L__ ._ �.__ _.__ .___. e__ _._ L__ ._ __ __ _. _ L �{ I~.Ir LII I.J!'] ._ ...__ e._�.:___ L.. L e L- L, I III 1 � 67 �. _ l41 `4_�'1I I I --------------------------- ..------ ---- - - - - -- - --------------- -,,� 01 �` �� i ._. i i I i � i D" � I 1 4111 Invl4 III/ - , I N 85-41 S f �,,,I,',,' \.-..� `"\.� �.., �\ I \tl,+l- 1, l -Ikl- L °- L-- L__ ; „_u_ „_ „_ „.m■.n_ ff ..._ .__._ `. 2 3.62 . ' E _� i '�”' - �' • '” Y I I I iI I I' ~'�, ,''•p, + IIII l II L_ L__ L__ L. L__ L L__ L_ L _ L__ I___ L__ L__ : 1c- \ I - lll I 'I'g lI _ �r L .ill. -------- . „ i1 �II I I I-- -- ---- ----- ----- -----� ,, ��•�� - / _ �- ` -:! / L__ L__ L__ L.._ w ! I ) ( , -, - MPACT AREA #1 rr ,i J I i oN I I Lo C3 TRACT 3 -. 304 6, 967 sq. ft. 99 �--'; 22.887 AC.� ! Cr) I I Q O L, \ I I O I I 401 '�_' � N < I I 7 86° 59 06y' W ► ' 1 ° 3 5' 13,5 ,....W- ,,.,, ■_„_„_„_ „_„_„_,. ; ;� Gov 4- - „5,.8 L__ 10 < 1 / 416 5 } q� ' I I I ````11111111111111' /' `�;�: • . s /!'ice' ` AAII1111111 „111, U \ I I ct I I IL, C'3 �I �” I. VJ 14Y llipl I I i I L_- I L I,IIL,IJ1r __ L_ L__ L_ O� L_L__L__ L_. L. � 37 • � 41 40 n 1, i I 1 x BARN � x 29° 31560 ,, TRACT 1 x � I I I I I I I I I 1 I I I I I I I I I I I I � - - - -- \� L_< 11 ! < L__ L_ L_ I I I I I i- - -- - - . OPEN SPACE 18 1 -------------------- - - - - -- I I ' I � I UI I 17 I I , I , - - --- x X130,680 sq.ft. ! •'' , / - -- ----------------------- x o;� 3.000 AC. 2 >, !I \ I '�O i •I 4 }. L._ L_ L__ L__ L__ L__ L__ L__ L__ L� `C, 1 6 CD I I I I I I I I SHED L,._ L L L L L L I L L� tt .� >1 I I I I I I I I ! • 60 ° \�..� ,,,, _I> C\`, L._ L_ L__ L__ L__ L__ L__ L__ L__ L�, x 2 \ 0 3 ,, � �\ ! � x 1 I �(� Iv ., L__ L_X x _ \ \ \( if / ` �'��� III ��JII'`I�� � `'•►,,� ,� I I I I I I I I I \ \ 1 `' I I I I I I I I I 1 BARN x. k -\_ III I silll 11 ? \ x \ h Yw v v �.' ill li 11 4II'I ', { � y )SHED x / , , III 1 M 1111 1 5 ,� L._ L._ L._ L._ L._ L._ L._ L_ x ^ g- , I I I ! I I 1 I x tqq I rl II11, IIII 36 ) \ \ 111}1 �7 �;1 L._ L_ L__ L__ L__ L__ L_ I ".�. P'I IIIl F� I_ 6,� 111 1 x I I I I I I I I 11)II III I I�� r 1 I 1 I 1 I 1 � hl, I 11 I 1 u„ aIIII T R A C T 6" W ' , GRAPHIC SCALE 75 150 300 ( IN FEET ) 1 inch = 150 ft. N ` - F L__ 2)814,760 s f t. h;ll; -- L__ wg4 </N / 111 _Y L__. _ , -_ L._ L__ L._ CON y � h- 64.62 AC �L / - - � 'll� i � IP � ' f /117 II1 / If l l 1 -------------------- - -. I ! I I III I ----------- - -- ---- I III Irv.. r L.- L__ L__ L__ L__ L.. I, L__ - --- L__ L__ -.__ --- --- L L__ L__ --- L --- --- --- L__ L.__ --- --- --- --- L__ L__ ___ /� I/ 11� I:�I I ilJl / L__ L__.. ; L__ L._ L__ L__ L__ L_ L__ L_- �'.�`� ""• v_�.v_V �'..�..� L.__ L__ L__ L__ L_ L.__ L__ L__ L__ L__ L.__ L__ L_ L__ L__ L__ L__ L__ L__ L__ L__ L__ L__ L__ L__ tin �11 I'll' III� I I I I ! I I I ! I ! I ! I s l ! ! I I I I I I I I I I I I I I I I W 1 i I I I I I I I II I It) III � I __ L__ L__ _.._ _ _ _ I � L__ L._ L__ L__ L__ L_ L__ L__ i-._.._.._.._ _ ._ ._ _..._ _..._ .__ _. I I i I I I n-1 I I Illil Ill, I. I _ 1t 'Y!Y1 I I I I I I I I 1 I I I I I I I 1 I I I I I I I 1 i H.LI II_I I //_ "'j7 IIII 1 I l l I l l I I l l l Y I I I l l ----- --- _-_---- h�1___ L__ L__ L.__ L__ L__ L__ L_ L__ L__ L_ L__ L__ L__ L_ L__ L__ L_ L__ L__ ,}I-.j 'I_ Il --kj1 L�.. - - ;'J L_. __ L._ L__ L__ L_ L__ L__ L__ L__ L -. ______i_____________ ``I�1 u_ I f11f AIII / IIII IIII IU 1 I - I --1 --1-_- -J--- t--- T__ - ?__ -i I -I I WI1 L._ . I - - _ L L__ L_..f� I I I I I' 111 Ilpl III IInn I j I I o �--- ---- --- -------- -------- ------ ---- -- I I I I I I I I l I I I "l. L__ ._ �.__ _.__ .___. e__ _._ L__ ._ __ __ _. _ L �{ I~.Ir LII I.J!'] ._ ...__ e._�.:___ L.. L e L- L, I III 1 � 67 �. _ l41 `4_�'1I I I --------------------------- ..------ ---- - - - - -- - --------------- -,,� 01 �` �� i ._. i i I i � i D" � I 1 4111 Invl4 III/ - , I N 85-41 S f �,,,I,',,' \.-..� `"\.� �.., �\ I \tl,+l- 1, l -Ikl- L °- L-- L__ ; „_u_ „_ „_ „.m■.n_ ff ..._ .__._ `. 2 3.62 . ' E _� i '�”' - �' • '” Y I I I iI I I' ~'�, ,''•p, + IIII l II L_ L__ L__ L. L__ L L__ L_ L _ L__ I___ L__ L__ : 1c- \ I - lll I 'I'g lI _ �r L .ill. -------- . „ i1 �II I I I-- -- ---- ----- ----- -----� ,, ��•�� - / _ �- ` -:! / L__ L__ L__ L.._ w ! I ) ( , -, - MPACT AREA #1 rr ,i J I i oN I I Lo C3 TRACT 3 -. 304 6, 967 sq. ft. 99 �--'; 22.887 AC.� ! Cr) I I Q O L, \ I I O I I 401 '�_' � N < I I 7 86° 59 06y' W ► ' 1 ° 3 5' 13,5 ,....W- ,,.,, ■_„_„_„_ „_„_„_,. ; ;� Gov 4- - „5,.8 L__ 10 < 1 / 416 5 } q� ' I I I ````11111111111111' /' `�;�: • . s /!'ice' ` AAII1111111 „111, U ct U O C'3 �” VJ O� O X N II I r o o ° x o N � U Q O V o O 0 •• 1 O v r� U' V W / IMPACT AREA \� ONE 2 IMPACT AREA #1 - -r` -- �' LINEAR WETLAND -\_--J- — i O 3 0 :4 370- kPACT AREA #1 inn it I!1 f�v I A // / ��0 �LLO TONE / / /�/ 4 / ,IT OF PIPE' ' ------ - -- WE I!kD ' ISSIPAT'OR,/ �I / l l i ■■ , / / / �/ ( IN FEET ) 1 inch = 40 ft. IMPACTED AREAS: BUFFER - PERMANENT: ZONE 1 = 5,527 SF ZONE 2 = 2,361 SF BUFFER - TEMPORARY: ZONE 1 = 47 SF ZONE 2 = 0 SF ,1%44w/ ,voodoo a 0 0000 1 J►� L� 0 � / � l i l I •• CL / / 00000 • CL. 0 logo 0 tom_ PIPE PROFILE 364 0 +00 1 TV LTVV 370 364 2 +60 LEGEND LO / 50 NBM RMEfi SUFFER on =13 +43.8 I U I ONLIN DRIVE-- 0 ' - POND 0 WAMM ZONE 2 I I � 1 1 ac q •I V 1 290 I I • V I 1 • I •d • d • it f d ' � I •d l • • • I � ' d• d • d � • d• d. • d• (l •' • ' d PROP 80 LF SED PIPE 5 3 -60" RCP W/ N DOT HEADWALLS @ 1.8% PRO OSED PIPE . INV. I 01 INV = 368.1 364 0 +00 1 TV LTVV 370 364 2 +60 LEGEND LO / 50 NBM RMEfi SUFFER on =13 +43.8 WAC M STFEAM THEE PROTECTION FENCE WACM WERAM ® WEMMM 0 WACM ZONE 1 - POND 0 WAMM ZONE 2 FLL ARE4cowH 'n°p.'ll . 0 LPACTM ME ORARY AFEA GRAPHIC PIPE CROSS - SECTION WETLAND = 232 SF STREAM PERENNIAL - PERMANENT = 138 LF (0.014 ACRES) PERENNIAL - TEMPORARY = 10 LF (0.001 ACRES) TOTAL = 8,826 SF / 148 LF 13 +00 14 +00 15 +00 m 0 U ti Qx 0 ti N N U N f� 1�4 s o° ` \`' • • • �i� // ct ct ct 370 X64 ;_ 3 LO I Stati on =13 +43.8 q- elev = 375.563 ac V PRO OSED PIPE . 80 LF 3 -60" RC W/ MCDOT HEADWALLS © 1.8 INV. OUT = 366. 13 +00 14 +00 15 +00 m 0 U ti Qx 0 ti N N U N f� 1�4 s o° ` \`' • • • �i� // ct ct ct 370 X64 ;_ 3