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HomeMy WebLinkAbout20220750 Ver 1_USACE Permit_20221118U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2022-00934 County: Chatham U.S.G.S. Quad: NC -Bynum GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Scott Tenarden and Alejandro Lizardo Address: 227 Stagecoach Road Chapel Hill, NC 27514 Telephone Number: 919-812-2847 E-mail: scott.teagarden(&zmail.com Size (acres) 13.95 Nearest Town Chapel Hill Nearest Waterway Terrells Creek River Basin Cape Fear USGS HUC 03030002 Coordinates Latitude: 35.8676 Longitude:-79.1997 Location description: The project site is approximately 14 acres located adjacent to White Cross Road, near the town of Chapel Hill, Chatham County, North Carolina. Description of projects area and activity: This verification authorizes the discharge of fill material into 925 square feet of stream channel (123 LF) for the installation of an access road for home construction on subdivided lots on the site. No mitigation is required for this proposal. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permit 29 residential development SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 4/15/2022, and additional information received on 5/23/2022 and 7/12/2022 and the enclosed plans entitled "Boulder Creek Trail" dated 7/11/2022. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact James Lastin era 19-554-4884 ext 32or James.C.Lastinger(&usace.army.mil. Corps Regulatory Official: Date: 11/18/2022 Expiration Date of Verification: 3/15/20 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/Pp=l 3 6:4:0 Copy furnished: Agent: Spangler Environmental Ward Marotti Address: 525 N. Tryon St., suite 1600 Charlotte, NC 28202 Telephone Number: 866-772-6453 E-mail: wardAspanglerenvironmental.com Action ID Number: SAW-2022-00934 County: Chatham Permittee: Scott Teagarden and Alejandro Lizardo Project Name: White Cross Road subdivision Date Verification Issued: 11/18/2022 Project Manager: James Lastinger Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: James Lastinger Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or James.C.Lastinger@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date T 0 E rj I N N 0 N 7 z Q J a_ w 3 a m X w z a J a_ w N U z N I 0 0 0 m_ X w .3 0 L 0 c 0 U Z3 _0 0 0 i U z N i 0 0 0 I N I I N /F PHYLLIS BLAND - _ _ _ DB/PG 929/578 - - - - _ _ _ _ PLAT SLIDE 2000-272 - - - - PIN: 1382 EX. 60' PRIVATE EASEMENT 11.83 AC (PS 2000-272) EX. STREAM TOP BANK _"t ----T7 I I I I PULL-OUT -i BOULDER DERCR-EEK TRAIL -S80'11'24"E 3-89.68' 14+00 15+0Ro432.10 o 17+00 1840S84'32'39"E 13+00 + I L2 12+00 'N 11+00 - N PULL-OUT NRp 00 _ I - MICHAEL & KISTA ZAR��iO I i - �r -� _ I 20' I � - 105 OLD STONEHOUSE ROA 20' PROP. 12' GRAVEL DRIVE �'-' PLAT G 1775DE 54007 I I 40' 40' j E 2� J PIN: 1385 I I I I BEGIN 12' GRAVEL DRIVE 11.63 AC I I STA: 10+00 EX. 0 BOULDER CREEK TRAIL (PRIVATE) WELL 20 L15 I IX L14 IX I� 301 L13 O N LO N N � N t0 to 0 d M = Oi of j 0 C1 01 L 0 0 U a o m a� UJ 0 L E z Q E Y T W � L F) 0 U \ z I a z Q 40 S80'11'24"E 694.13' W 19+00 20+00 21+00 22+00 23+00 24+00 L) CA PULL-OUT �" Q ------ - ---� - J?J - `�t---------- 0 �� \ \ FUTURE HOUSE W > SEPTIC CEASE ENT \ 100' PERENNIALAM BUFFER \ FOOTPRINT M .� \ (PS 2022-25) STRY•1 U \ W W I_U I SCOTT TEAGARDEN & 20NF (n ALEJANDRO LIZARDO / / �O 2 EX. ACCESS & I DB/PG 2173/269 '�� '` _ � � SEPTIC EASEMENT � Z PLAT SLIDE 2022-25 50' INTERMITTENT \ \ ^ \ (PS 2022-25) N n I PINLOT 71097 STREAM BUFFER EX. STREAM L11 06 0 I x ;u 4.641 AC 1�p �O PERK Z Q I _ Cl) I / `n � o. ��� / 14,218 Q LU \ \ 0/k, EX. STREAM ? = Z o Q N N I N F SCOTT TEAGARDEN & I o. 0 1 ALEJANDRO LIZARDO o Q J I I I r EX. pJ • / \�0 1� \ M \ DB/PG 2173/269 a 0 0 I,p 2� PLAT SLIDE 2022-25 Z a a II II C I I I SOD / r' 100' PERENNIAL \ \ PIN: 77097 a LJ.I Q 50' INTERMITTENT STREAM BUFFER LOT 2 0 Z ~ Z STREAM BUFFER 4.312 AC ♦ ♦ Q V a Q I EX. DRIVEWAY TO BE N � \ USED AS LOT 1 I I I / N86'31'10"W 485.00 J N /F I I I l I N /F I L3 CATHERINE JONES & MICHAEL PERRY I I NARAYANAN & USHA SANKAR 1061 WHITE CROSS ROAD DB/PG 1977/781 DB/PG 1710/421 PB/PG 35/97 I I ----------------� / N86'31'10"W 470.600 PIN: 77098 13.95 AC PIN: 1392 I I I- - - _ - 33.02 AC - _ - ----- 1 II I L4 LARRY/LEAKE I 1186 WHITE CROSS ROAD DB/PG 365/510 I I P1.50 13A83 I I I I I EX. 60' PRIVATE EASEMENT _ Zr - - - - - (PS 2000-272) - S80'11'24"E 694.13' PROP. TURNAROUND 0 � 23+00 24+00 CO 25+00 0 FUTURE HOUSE I M \ \ FOOTPRINT EU Q \ W / W EX. ACCESS & / v/ \ SEPTIC EASEMENT / Z (PS 2022-25) PERK SITE - 14,218 SFt Q \ SCOTT TEAGARDEN & ALEJANDRO LIZARDO Z DB/PG 2173/269 PLAT SLIDE 2022-25 \ PIN: 77097 Z LOT 2 0 4.312 AC V S82'16'31 "E 526.83' LINE TABLE UNE DISTANCE BEARING L1 67.94' N04'22'26"E L2 30.00' N84'32'39"W L3 24.39' S86'31'10"E L4 30.00' N86'31'10"W L5 30.07' S05'55'43"W L6 17.09' N21'54'44"E L7 33.63' N48'58'30"E L8 47.92' N61'03'25"E L9 82.10' N78'39'53"E rL-10- 60.03' N58'33'37"E LINE TABLE UNE DISTANCE BEARING L11 25.81' N89'35'33"E L12 37.85' N48'16'40"E L13 28.82' S87'49'01 "E L14 15.53' N52'51'32"E L15 8.41' S80'21'54"E L16 24.47' S47'01'04"E L17 26.35' N69'00'36"E L18 59.09' N10'34'03"E L19 30.00' 1 N10'34'03"E 0 I 12' I 60' I Z Ln Ln (yAAi I T W s I m v I � 0) 0 EX. 30' ACCESS EASEMENT (PS 2022-25) 0 27+00 2 -i 4- -r I EX. ACCESS & SEPTIC EASEMENT I (PS 2022-25) 1PERK 0,867 0,867SFt 0 N -Lr\r\ JI I L 12,325 SFf LO PROP. 12' GRAVEL DRIVE S80'11'24"E 1107.00' BOULDER CREEK TRAIL 2 00 30+00 (PRIVATE) 31+ - EX. STREAM TOP OF BANK 32+00 33+00 34+00 N80*11'23"W 666.86' o �0 SCOTT TEAGARDEN & �� `V 2� ALEJANDRO LIZARDO FUTURE HOUSE \ �0 \ DB/PG 2173/269 FOOTPRINT o ti� 50' INTERMITTENT STREAM BUFFER PLAT SLIDE 2022-25 PIN: 77097 SCOTT TEAGARDEN & o \ LOT 4 ALEJANDRO LIZARDO o 2.497 AC DB/PG 2173/269 PLAT SLIDE 2022-25 PIN: 77097 '0 Z z Ln LOT 3 2.497 AC 50' INTERMITTENT I STREAM BUFFER W \ PERK SITE-4 I 12,138 SFt m l EX. STREAM v I I N82'16'31 "W 665.66' 12' SLOPE = '/z" PER FOOT 2 2 2 2 1 1 1 1 COMPACTED SUBGRADE THAT WILL PASS A PROOF ROLL WITH 6" ABC COMPACTED TO A FULLY LOADED DOUBLE AXLE 90% MODIFIED PROCTOR DENSITY DUMP TRUCK OR OTHER EQUIVALENT WEIGHTED EQUIPMENT (25-50 TONS) * Must follow entire length of roadbed and the design and construction of private roads shall be certified to be in compliance with these regulations by a licensed engineer per Section 7.2.D MINIMUM GRAVEL ROAD STANDARD NOT TO SCALE SITE DATA TABLE Owner: Scott Teagarden & Alejandro Lizardo Address: 1220 White Cross Road, Chapel Hill, NC 27516 Parcel Identification NumberL 77097 Proposed Impervious Area: 32,206 Sq. Ft. Ac.Z ,0.74 Proposed Limits of Disturbance: 1.7 Acres Existing Zoning: R-1 Existing Lot Areas: Lot 1: 202,151 Sq. Ft. (4.641 Ac.) Lot 2: 187,817 Sq. Ft. (4.312 Ac.) Lot 3: 108,788 Sq. Ft. (2.497 Ac.) Lot 4: 108,784 Sq. Ft.(2.497 Ac.) Total Area: 607,539 Sq. Ft. (13.947 Ac.) in N N82'16'31 "W 393.33' N /F NARAYANAN & USHA SANKAR DB/PG 1977/781 PIN: 77098 13.95 AC S82'16'31 "E 526.83 O W Q u4-1 -1 c 0 0 U Q v Q N J J N /F PHYLLIS BLAND DB/PG 929/578 PLAT SLIDE 2000-272 PIN:1382 11.83 AC S80'11'24"E 100.00'� I 35+ END 12' GRAVEL DRIVE STA: 35+26 BOULDER CREEK TRAIL (PRIVATE) FUTURE HOUSE FOOTPRINT �p N ITERRELL'S CREEK CI co 100-YEAR '� 100' PERENNIAL I FLOODPLAIN 3 STREAM BUFFER 4 M LEGEND Q Iron Pipe Found - - - - Existing Parcels 0 Iron Pin Found _ _ Existing Right of Way )i( Mag Nail Found Subject Parcel Boundary OMonument Found _ - Ex. Easement 0 Iron Pin Set 0 PK Nail Set Septic Site Area Railroad Spike 0 Perk Site N82.16'31 "WJ 100.00' / N/F GLORIA RIPPERTON 535 WEBSTER ROAD DB/PG 514/732 PIN: 1375 11.83 AC GRAPHIC SCALE 0 25 50 100 1 inch = 50 feet U Q L a Z � W Z n Z z W LU J C� Vow J a LLJ W = W Z H Q Q 00 0 m V Ld o H U 0 U O Cn N Date: 07/11 /2022 Scale: 1" = 50' Drawn By: Checked By: AMK JRR Project Number: 21-0001-1243 Drawing Number: 1/1 0 T 0 E 0 0 N 0 I N N O N N 0 ic x w U 0 a E 0) 3 a W (n TD x w U 0 a E U Z M N I 0 0 0 / m x Ld U 0 Q E / m x w / .3 0 L 0 c 0 U 0 a 0 / 0 / U Z N I 0 0 0 I N I I' -- -- - - -- ---- BOULDER CREEK TRAIL I I I 14+00 15+00 (PRIVATE) � 6+00 13+00 12+ I 11 +oo 00 — — I— 9+50 N/F PROP. 12' GRAVEL DRIVE MICHAEL & KRISTA ZARZAR I I — 105 OLD STONEHOUSE ROAD I I DB/PG 1775/407 PLAT SLIDE 95-254 I I 0 PIN: 1385 11.63 AC I m m Ix x m Ir I° SCOTT TEAGARDEN & ALEJANDRO LIZARDO I = DB/PG 2173/269 I PLAT SLIDE 2022-25 I I � PIN: 77097 50' INTERMITTENT � m STREAM BUFFER N n LOT 1 I 4.641 AC I I� 0 I INN I / L0 dp AV 69 I I v t o Im i i O / J m I x -0 I I � I I I I N/F CATHERINE JONES & MICHAEL PERRY I I 1061 WHITE CROSS ROAD DB/PG 1710/421 I I — — — — — — — — — — — — PB/PG 35/97 I I— — 1 PIN: 1392- 33.02 AC -- ----- � I N/F I I LARRY LEAKE I 1186 WHITE CROSS ROAD DB/PG 365/510 I I I P1.50 13A83 I I I I — — — — — — — — — — — — — — 7 LLI O W \ \ LLI W Z \ O Q \ SCOTT TEAGARDEN & ALEJANDRO LIZARDO Z DB/PG 2173/269 PLAT SLIDE 2022-25 \ PIN: 77097 Z LOT 2 O 4.312 AC 74+ 1 T — I 'ERK SITE-2 10,867 SFt N/F PHYLLIS BLAND DB/PG 929/578 PLAT SLIDE 2000-272 EX. STREAM PIN:1382 ZONE 1 TOP BANK- 11.83 AC PERMANENT BUFFER IMPACT #1 AREA = 1,059 SF ZONE 2 \ 7 PERMANENT BUFFER IMPACT #1 AREA = 692 SF PERMANENT STREAM IMPACT #1 AREA = 319 SF LENGTH = 34 LF ZONE 1 PERMANENT BUFFER IMPACT #1 AREA = 1,921 SF ZONE 2 I PERMANENT BUFFER IMPACT #1 AREA = 4,839 SF +C- -- GVTVV /-I+UU 22+00 23+00 i— — ------- — — -I — — — 100' PERENNIAL STREAM BUFFER \ 20' PERMANENT -NO PERMANENT \ \� 30, LOSS STREAM IMPACT #1 AREA = 146 SF LENGTH = 18 LF EX. STREAM 0. ��/ / 1 ,LO ` / 0 �� ��� N ti\ �' O 1 100' PERENNIAL 50' INTERMITTENT STREAM BUFFER \ STREAM BUFFER N/F NARAYANAN & USHA SANKAR DB/PG 1977/781 PIN: 77098 13.95 AC ZONE 1 PERMANENT BUFFER IMPACT #2 AREA = 1,308 SF ZONE 2 PERMANENT BUFFER IMPACT #2 AREA = 664 SF r PROP. 12' GRAVEL DRIVE BOULDER CREEK TRAIL 30+00 (PRIVATE) 31 +00 SCOTT TEAGARDEN & ALEJANDRO LIZARDO DB/PG 2173/269 PLAT SLIDE 2022-25 PIN: 77097 LOT 3 2.497 AC o° EX. STREAM 0 M PERMANENT STREAM IMPACT #2 AREA = 263 SF LENGTH = 50 LF ZONE 1 PERMANENT BUFFER IMPACT #2 AREA = 1,422 SF ZONE 2 PERMANENT BUFFER IMPACT #2 \ AREA = 1,257 SF 33+00 34+00 \ �p SCOTT TEAGARDEN & \ EX. STREAM \F ALEJANDRO LIZARDO TOP OF BANK �F 50' INTERMITTENT DB/PG 2173/269 PLAT SLIDE 2022-25 PERMANENT -NO PERMANENT LOSS STREAM IMPACT#2 30 STREAM BUFFER PIN: 77097 �0 LOT 4 AREA = 197 SF 2.497 AC LENGTH = 21 LF �O 50' INTERMITTENT STREAM BUFFER I I EX. STF I I N/F NARAYANAN & USHA SANKAR DB/PG 1977/781 PIN: 77098 13.95 AC STREAM AND BUFFER IMPACTS SYMBOL DESCRIPTION QUANTITY STREAM - PERMANENT 582 SF & 84 LF PERMANENT - NO PERMANENT LOSS IMPACT (DISSIPATOR PAD) 343 SF & 39 LF ZONE 1 BUFFER - PERMANENT 5,343 SF ZONE 2 BUFFER - PERMANENT 7,452 SF N /F PHYLLIS BLAND DB/PG 929/578 PLAT SLIDE 2000-272 PIN:1382 11.83 AC 35+26 Zo , �F2 SCOTT TEAGARDEN & ALEJANDRO LIZARDO DB/PG 2173/269 PLAT SLIDE 2022-25 \ PIN: LOTT 2 2 4.312 AC /TERRELL'S CF 100-YEAR IFLOODPLAIN O Lo N r 04 � N tGo M Oi of > ° rn rn L 0 U a o a� -I- 0 L E z Y T L F) 0 U 24+00 O J MI.IJ W W W Z / O PERK 14,218 Q / 0 Z _ o F w Za It w Oa U z a J / N/F GLORIA RIPPERTON 535 WEBSTER ROAD DB/PG 514/732 PIN: 1375 11.83 AC GRAPHIC SCALE 0 25 50 100 1 inch = 50 feet ,a o 3 00 n W G -1 4-1 c 0 0 U o v Q N J J U Q J r - a a m z W O Ill = p W LL 06 ° D Z C) a W W Q Q a. = Cl) Z o m O W o H U 0 U o Cn N N Date: 03/28/2022 Scale: 1" = 50' Drawn By: Checked By: AMK JRR Project Number: 21-0001-1243 Drawing Number: 1/3 O E 0 N M O a; I N N O N as N 0 N t x w U 0 a E 3 a c 0 0 L x X w U 0 Q E U Z M N I 0 O O 1-1 x x w U 0 Q E F- m_ x w U) c .3 0 L 0 c O U 0 a O i 0 i U Z N I 0 O O 1 N N /F ' PHYLLIS BLAND DB/PG 929/578 PLAT SLIDE 2000-27� PIN:1382 m 11.83 AC o W a I _ —UJ I I I - ----_ — — — — r - II I- -- ------�-- _ i CL R --------1- -- ; - - - - - ------- ---------- 00 _ O 14+00 — LU T 4 1 Cc Cc t. p� t -- I _ J ��� m _ — �� Nib LU LU I I11+0 —T - I 4<9 Cn -------- — 10 9+5,- - — — — —------------------------------------------ ------ - --- ---- PROP. 12' GRAVEL DRIVE g --- ), ;OULDER CREEK TRAIL (PRIVATE -------- -------" I ` � a�- ---------- - _ ----"- --`------------- _ � oSCOTT TEAGARDEN & Z -----------M ALEJANDRO LIZARDO --- /PG 2173/269 ------------- 0 DB ;a PLAT SLIDE 2022-25 -------------------- a n Q PIN: 77097 �Ld N a LOT 1 x I 4>s\ 0 4.641 AC ,- - - - ° --------------- 474 a --------------- --------------------------------------------- -- ' -----------------"- ZONE 1 EX. STREAM PERMANENT BUFFER IMPACT #1 TOP BANK AREA = 1,059 SF 4 y ZONE 2 PERMANENT BUFFER IMPACT #1 AREA = 692 SF R rn rn �rn�7s Q rn o Q Q L1J o PROP. 12' GRAVEL DRIVE ' BOULDER CREEK TRAIL (PRIVATE) O ; 16 LU LU W I 0 01 Q D '1 Z -------------------- -SCOTT TEAGARDEN & "� --- - ALEJANDR0,-L(ZARD"0 - _ - N DB/PG'17�/269. '' Z '20250' INTERMITTENT PLAT SLIDE2- " PN4: 770�7 STREAM BUFFER 1------------- _ ""--' - LOf 1 V 4.641- aC " --- 4-1 O Lo N N r tG � N 6 of ° rn rn Z 0 U a o 0 L E z Y T L LO 0 U 060 ZLU 0 � Q � J O < LU ~ Z Q OW V+ Q o O ' U E Q t _N /F _J ,PHYLLIS BLAND V U Q Z 0 _ DB/PG 929/578 PLAT SLIDE 200b7-272 \ Q .� PIN:1382 � - PERMANENT STREAM IMPACT #1 ��, 11.83 AC Q AREA = 319 SF V `� W Z LENGTH = 34 LF �' U LU LU Z X W ZONE 1 100' PERENNIAL �—� I V O�06 ZONE 2 �' STREAM BUFFER Z PERMANENT BUFFER IMPACT #1 �� a Lu LU PERMANENT BUFFER IMPACT #1 W AREA - 1 921 SF ', ', ', ° � Q ' AREA = 4,839 SF Q LU Q 0 LU5� Z O O Q m V w ~ LU - vZ^ _ 7-, 00 `Q 21 0 0 S H 'P�C7�, �� ��CS•� .�_ _.� I (P �6� _ 6� S X� —V^ CINI ` `Rls A O Sj A J� S� >7. \R �' A A \ Q `46 T6 S� Sa S� Sp s� �Q� 1 A6' 46' ? F6 x \`Y6i b T Z \ --------- ------------ U SC6TT TEAGARDEN-& -�-- ' �ALEJANDRQ LIZARDO -_- ---- --_- --_-- - --------------------------- ------ �' \ D6/P4G 2173/269 - - PLAT 2022-25-- --_,- --- --- -- --'- -------------- -SLIDE -- ,` ,`` --- ` _- ------- - _ PIN:--77097'' - _ ---LOT -__ --- 2-_, -- - --------------- 4.312 -AC - --- -- -- - STREAM AND BUFFER IMPACTS SYMBOL DESCRIPTION QUANTITY STREAM - PERMANENT 582 SF & 84 LF PERMANENT - NO PERMANENT LOSS IMPACT (DISSIPATOR PAD) 343 SF & 39 LF ZONE 1 BUFFER - PERMANENT 5,343 SF ZONE 2 BUFFER - PERMANENT 7,452 SF GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet Date: 03/28/2022 Scale: 1" = 20' Drawn By: Checked By: Z AMK JRR > a Project Number: LZ 0 21-0001-1243 3 00 � W G Drawing Number: 2/3 O a L0 L6 O I N N O N as N L cO L M x x l,..l U a Q E 0) 3 a a (D x bi U O a E U z M N I 0 O O 1-1 U) x x l,..l U a 1? F m x LJ U) a 0 c O U O i 0 0 i U z N O O O 1 N "IN N. r-- - - PHYLLIS BLAND _ DB/PG 929/578 ' ------ PLAT SLIDE 2000-272 ------ PIN: 1382 ------------ 11.83 AC `------------ PROP. 12' GRAVEL DRIVE Q ----- I 1 � ; - BOULDER CREEK TRAIL (PRIVATE) , r _ _ -- ----- 22+00 _ ------ ---- ------ - W �6� — fi — --- _23 00 _ _ `` _ ------------- -- ----------- = W A6 469 - _ -24 _ _ 00 - 2600 8 ¢70 �— �— 25t 4j1 3� �� W—''I _ - — ------ --- -- — - ---- ----- Lu _ -- �---------' k66 '- -- _ -_ 46>, -_---____----------------------------------- ---------- U) Z_ -- --- - - - --=" a65'� — `----46� SCOTT -TEAGARDEN &----------------------- ------ - - - O ALEJANDRO LIZARDO--------------- -- ------ - _-,_ '- --- --- ���,__ - -DB PG 2173 269 - ------------------ - `- --- _ 46s PLAT SLIDE-22-25 _ - - --------------- PIN:I 4 13 a - -- --- --- - -------------------------------- "------------------------------------------------------- ------------------------------ 2 ALE D RO LIZAR --- --- ----------- - -_- --- --- --- 10� PERENNIAL ------------ 463----------- \ 77097 � SCOTT TEAGARDEN & STREAM BUFFER--- ------ \ --- 464- --____ ------------------------ ------------ 4>>, PERK SITE-2 _-- --- -- - -- ---- i-0T 2 �N RO ----- �-'�- 4 312 AC '------------ 6---------- Z _ ---- -------- --_-_ --- 4 - -------------------------------- 4 - --- -____ -`- --__ -- -- B PIN: D 7709�26 ? - - --- - ---- --- - _ - - PLAT 5 10,867 SFf 473 -------------- -- ---_"' s1_-------------------- --------------- _ '___-------�----------- \ 63 _- _� 4>> 4�0 LOT 3 `` -� _ -- - --- -------------472-- -_ aso_ - ___- ---- — - - - _ I 2.4,97- AC - I .\ Z459. ------------- ------------------------- _ \ ----- 462 --___ --- 1 I - --- - 471------- -- V ------ -470 - - - - _-------- __ - _ 468 ---_ - - - -- - ---- ------ _ -�-_— -- - - -- __--------------------469 4Ss ` 46o PERK SFTE t ?ON�2 _ 14,218 SFf 46� ---- - 4 ---- ---__- I " --------------------------------------------------------- 468----' 4g _ _465 _--- --_ - O ,n N N r t0 n N to � d M a; 0i j 0 a1 01 o U t x a 0 m O L UJ E z ¢ Y T I L w In o IL U IL z IL z Tw � W U 060 ZLU p ID a o N Q J o W 00 ¢ a a It LJ.IIL p z ~Z a d oW CnQ -1 C 4-1 O 0 U p N F ZONE 1 PER STREAM IMPACT #2 PERMANENT BUFFER IMPACT #2 AREA = 263 SF a ` PHYLLIS BLA'6ND �', v I DB/PG 929/5�a ' AREA = 1,308 SF LENGTH = 50 LF ZONE 1 N PLAT SLIDE 2000-v�72 ZONE 2 \�-. PERMANENT BUFFER IMPACT #2 J C J PIN, W N i 11.8�, AC PERMANENT BUFFER IMPACT #2 AREA = 1,422 SF Q Z 0 No �� AREA = 664 SF ZONE 2 I a �J,J �' . PERMANENT BUFFER IMPACT #2 J p s 7� - rn x x _ Rs9 Rs� Rsxs As Rs RS xs �S "do ,_449\ RRB, RxRR6 Rs �Q \ �� �o AREA 1,257 SF �n a Z - PROP. 12`�GRAV)-L DRIVE � 50' INTERMITTENT Rgs N Q M STREAM BUFFER �R W ----- BOliLDER CREEK (RAIL (PRIVATE)' w � - R ' 4 - g -4 Q U W Z Ill - - - - - ��> A38 39 40 ` 47, 42 _ 4� Z a - _ a O = U W 2740 Bo _ _ _ 2� J ca h 06 LU Lu ��O°� �<b �� �ca �v� �n0 ^ O 00 ��'. U p p a`° �� � �� �. 4 W — J U W o D Z _ _-- 0 0 Q I 1 Cn MM u) W W OIL �oJiS� AiS ♦ ♦1 ♦ ♦\ 1 _ O l— Z SCOTT TEAGARDEN & 43a_ - - rn Rs ��x ALEJANDRO LIZARDO Rs _DB/PG 2173/269 3 ~ t ,01 ? QQ0Q�_SLDE -257SO RR6 RRS Q "J1 PLA2022 a U 436, Q Z --- SCOTT TEAGARDEN & PIN: 7'7-097 = p O ---- --- --- - ------ --- ALEJANDRO UZARDO --- 4 Z LOT 4 ��, N ♦ ♦ ___ ---- --_ - 1 DB/PG 217�/269 \ 34 - 2.497 AC Res — cv v ---- _ --- --- --- PERK "SITE-2 PLAT SLIDE 2022-25 PERMANENT —NO PERMANENT EX. STREAM PIN: 77097 LOSS STREAM IMPACT#2 �I` 3d� TOP OFBANK --- _ - 10,867 SFf __ -- LOT '3 - # \ \ \ ONE -- ---- --- - - 2.497 AC AREA = 197 SF 2. O LENGTH = 21 LF 469 50' INTERMITTENT STREAM BUFFER vvv _- IN M/F I \ R IMPACT #2 PHYLLIS, BLAND DB/PG 929/578 ` 44> PLAT SLIDE 2000-272 PIN:13$2 WIFFER IMPACT #2 - 11.83 AC , SF IN ORMITTENT g BUFFER ,QRQ gs'�., 446'��, ______ PROP. 12' GRAVEL DRIVE `� � � Q o W 443. BOULDER CREEK TRAIL (PRIVATE) �� Rs Res , W _ --- �. �33 34+0� -- �- — — _ 35} � _ 'I 33 6 INN J, N� Z ________________________ rn �+ -25 �'R3e �, �♦ -----_ SCOTT TEAGARDEN &---' Z------ALEJANDRO LIZARD6 DB/PG 217a/269 -_--1 O - _ - -__--------------- PLAT SUDS" 2022-25 -- -- -___-- - "PIN: 77097 1 -50' INTERMITTENT STREAM BUFFER -------- LOT 4 -2.497 AC ---_-_ ~----- ---------------- �. _ - - ------------------------------- - --- --- --- -- �� , \ 1 IN I I I I I 1 1 I I I I 1 CO co �I (P {- V 'F CO O O O O O O �O STREAM AND BUFFER IMPACTS SYMBOL DESCRIPTION QUANTITY STREAM - PERMANENT 582 SF & 84 LF PERMANENT - NO PERMANENT LOSS IMPACT (DISSIPATOR PAD) 343 SF & 39 LF ZONE 1 BUFFER - PERMANENT 5,343 SF ZONE 2 BUFFER - PERMANENT 7,452 SF \', ,1\` ', 1 I I 100' PERENNIAL STREAM BUFFER - 1010-YEAR FLOIODPLAIN N/F CA p w �� I TERRELL'S CREEK GLORIA RIPPERTON N ; 535 WEBSTER�ROAD I O N DB/PG 514/732 IPIN:1375 a N N o ; j11.83 At 1 [f N N Ol 1 I , 1 O CD I GRAPHIC SCALE 0 10 20 40 ,a i Z LO 3 m co 1 inch = 20 feet Date: 03/28/2022 Scale: 1" = 20' I— W U a 2 Drawn By: Checked By: AMK JRR Project Number: 21-0001-1243 Drawing Number: 3/3 460 EW1 W 455 I TOP OF RIP RAP WITHIN SHALL BE INSTALLED AT AS THE NATURAL CHANNE BANKS. SEE DETAIL ON S 460 455 CULVERT PROFILE AT STREAM CROSSING (IMPACT J1) SCALE HORIZONTAL: 1" = 50' VERTICAL: 1" = 5' 1- Q 00 0 ro I N N 0 N O N a cn L,J J Li 0 0_ 0 F- N 3 a c O L U E a N L y-+ Ln a U) W O L L i U U z M N I 0 0 0 1-1 xx LJJ U a Q E / m X L LI C .3 a L 0 c O U a O / 0 0 / U z N I 0 0 0 I N 455 W W 455 450------------�- II---'ll_ 450 445 445 PROPOSED GROUND 440 I 440 TOP OF RIP RAP WITHIN THE STREAM CHANNEL r- SHALL BE INSTALLED AT THE SAME ELEVATION AS THE NATURAL CHANNEL BOTTOM AND BANKS. SEE DETAIL ON SHEET C.7.1 EXISTING GROUND 435 / 435 27.92' — 36" RCP ® 2.87% RAP 430 TRIP O ----------to --- Of - ----- I � �I 425 420 --III---------4 ----� ---I z LLI v z o o z U I O WC, N I O O O I N 430 425 420 I STATION 0 1 CULVERT PROFILE AT STREAM CROSSING (IMPACT #2) SCALE HORIZONTAL: 1" = 50' VERTICAL: 1" = 5' inch = 50feet (H) inch = 5 feet (V) 0 25 50 100 10 5 0 m 0 w Q d LLJ Of d z J 0 0 Lal a a Ld Of a z a J d T 4-1 C 7 O U E O t v U :i Ln r- N U z ii N !1 U 0 � N N r t0 N to � d M Oi 0i j � C1 01 �L 0 o p E z Y T F) L � 0 U z Q � 060 zLU � Q Q J < LU 0 Z Q O LU Cn Q J co Z LL Q H J i (L LU z LU 0 V V LL- O LU o H J (n M Z O 0 V W U) ( V Z 'F'^ vI O CCU LLI G Q W U) F- /�Q U) LLI J_ LL 0 Ids a. F— Li LLJ J V Date: 03/29/2022 Scale: H:1 "=50'; V1 "=5' Drawn By: Checked By: AMK JRR Project Number: 21-0001-1243 Drawing Number: 1/1 O •