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HomeMy WebLinkAbout20081121 Ver 2_Site Plan_20091102 Summey Engineering Associates, PLLC Engineering - Land Planning - Consulting P.O.Box 968 D f @ a�/J Asheboro,NC 27204 � L5 v Phone: 336-328-0902-Fax: 336-328-0922 N 0 V 2 2009 October 28, 2009 DENR-WATER QUALITY WETLANDS AND STORMNIATER BRANCH Re: Diamonds Keep S/D DWQ Ph 2 Review Archdale, NC Randolph County, NC SEA Job No. E-1524 Ms. Beverly Strickland North Carolina Division of Water Quality Program Development 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Ms. Strickland: Enclosed are one (1) CD containing the TIF files of the project for the Stormwater Management Plan review. Should you have any questions or comments please do not hesitate to call me at 336-328- 0902 or email me at mack@asheboro.com. Very Truly Yours, Summey Engineering Associates, PLLC H. Mack Summ"PE HMSJ/hmsj c: File S' TORMWATER MANAGEMENT PLANS for ID?'�*l s ][4 IEMF I 1E) TRINITY T SP * - RANDOLPH COUNTY - NOR FH CAROLINA PROJECT NO . : E- 1524 OCTOBER, 2009 SHEET INDEX SHEET NO. DESCRIPTION � 1 DRAINAGE BASIN INDEX MAP 2 WET DETENTION POND FOR DRAINAGE BASIN 1 I 3 WET DETENTION POND DETAILS FOR BASIN 1 4 LANDSCAPE AND MAINTENANCE PLAN FOR BASIN 1 SITE 5 WET DETENTION POND FOR DRAINAGE BASIN 2 6 WET DETENTION POND DETAILS FOR BASIN 2 7 LANDSCAPE AND MAINTENANCE PLAN FOR BASIN 2 R0881NS COUNTRY RO �jummer� �r��ineerin�� 8 SAND FILTER FOR DRAINAGE BASIN 4 sso�ia t-es, PLLC �ULIGE pR 9 SAND FILTER DETAILS FOR BASIN 4 Ln�'ineerin�' - L,anc� f'�anning -- Co nsuJter�g' 10 SAND FILTER FOR DRAINAGE BASIN 5 11 SAND FILTER DETAILS FOR BASIN 5 Pn. gam"°68 12 WET DETENTION POND FOR DRAINAGE BASINS 8-12 VICINITY MAP ,gS�,eL�oro, i�/Cz;2o� 13 WET DETENTION POND DETAILS FOR BASINS 8-12 NO SCALE Phone: 336 328-0902 Fax. 356 3za-04zz 14 LANDSCAPE AND MAINTENANCE PLAN FOR BASINS 8-12 mail- mack@asheboro.corra 15 WET DETENTION POND FOR DRAINAGE BASIN 13 16 WET DETENTION POND DETAILS FOR BASIN 13 �, 17 LANDSCAPE AND MAINTENANCE PLAN FOR BASIN 13 P ' _j 6 d� % d C 4 I I 1BASIN ►. ►'►l� TOTAL AREA: 8.15 AC. f •••'•�,°°� ;;�°''', ► ► 14 LOT AREA: 3.72 AC. ► ► r .J I► 1 R/W AREA: 0.40 AC. 1 ► BUA: 1.39 AC. = 22.6OX 1 ► BASIN 11 - I TOTAL AREAL- 4»77 AC. (TREATED 38.39 ACRES �°NDOL �pU � SITE ► BASIN 9 BASIN 10 LOT AREA: 1.94 AC IRE BMP � Y OF ARCHE) k 1 I TOTAL AREA: 3.26 AC. TOTAL AREA: 3.16 AC. ° _ - _ U-1 LOT AREA: 1.68 AC. LOT AREA: 1.55 AC. R/W W AREA: 0.51 AC. / IK 1 II R AREA. 0.61 AC. BUA. 1.03 AC. = 21.49X R/W AREA: 0.42 AC. /W ► BUA: 0. = 34 56X (TREATED IN BMP - I I 92 AC. = 28.16X BUA. 1.09 AC. -- ROBBINS COUNTRY � I � (TREATED IN BMP (TREATED IN BMP IN BASIN 12) ) - -.. • . �D i IN BASIN 12) IN BASIN 12) _ • . "�_ - , t0 t / L,gG,E b 1 rz BASIN TOTAL AREA: 2e AC. RAND PH COUNTY v ] LOT AREA: 1» AC. / � I'�2EENWAY AN OPEN A� ARE CITE` ARCHDALE R AREA: .43 AC. / I 177 / I A BUA. 1.15 AC. 45.06X / J / 179 80 J VICINITY MAR NOT TO SCALE '` � o °` lit (AREA NOT TREATEDDUE / / J 181182 1 . TO TRADE-OFF) us I 184 192 193� I //,r// Q z 185 191 194 ////f j - 0 D J /' i = o125 128 ' �` 124 / Ll89L - - \/ J iu 123 \. J 187 188 0_ -NG - --• -- .�<<` • I / O O J / � - -�- GREEN Y IA OPEN SPA E AREA z `\ 134 \ / 119 `\ - �10 ®\4\ ° - "� c� l if r \ 135 i\ J I �` ---- `- '` 100 �' '\ 198 133 136 ` 117� 115 1 4 t; NIL 199 149 C f; 132 137 / ' 150 - ! 104 1 �`y P 97 200 148 113 ! I 1 \. m .BASIN 1 � � I j' -- y�� 17151 0 I � `°�; `` � - \ /� BA,SIN 13 TOTAL AREA: 15.88 AC. / 131 ► J 112 \/ % 1 s9 ,71 96 / TOTAL AREA. 10.99 AC. ® / , 1471201 / 9 LOT AREA. 12.82 AC. /;' \ A � r \ J _ � / 105 1 L -®- �.,, a tl � - / LOT AF,EA: 8.80 AC. � R : 1.67 AC® ' / , ' 139 } I 152 / 111I 172 �� i �, BUAa 4°68 ►C® = 29.44X / 130 l L �- f L - __/ U ( \\ /� `1 g I �� Q Uk 4.113 AC. = 38.07X/ 14s �-- \I' 168 a 95 F -1 106 - _ - a I p / , / o ' i I f 127 f 129 �� 140 r-- + L_ 110 -- °� g �17 � i f � 145 Pit r-- t ��� Ji �, / 167 , � F94 �� �Oc �I o f \� _ _ -- `7� f e 1 \ 154 109 �, J\ 107� ®� I �' 86 BASIN 7 12s /� 141 r- �- J L'08 , 'S 1 e_j 87TOTAL AREA: 4.68 AC. J _ 1ss 6I>� 174 r I I 202 e,o `\ L 144 I (- i v L_ �� 1 QQQ-op / /� \� LOT . 2.75 AC. 142 � � � + � 15- � + � F158] � a � ' ;W� [ � � 203 � I � \ / , 88 � R� AR 0,6� AC» 157 F1759; 1 rBUA. 1.22 AC. = 26.11X \,, __ 143159 160 161I li ice+ -_ _{ �`, \ 1 r $ �� 156 I 162 163 164 i - I \ �; /. 85 I (TRADE-Off BASIN 12) v 3 / J - - C.5 04 I 89 a 4 _j L L J L J L J I L9 j 6� C + ------ - - ---- 2O5 \ I : 90 e v t0 I ! 1183 7 [:28:]12 ` 14 15 2 `46 � - I _ q ; i � o L RANDOLP L J J L L J l :e �47 �1� y+r E 1 �S2 -1 H CO(J L 26 29 7:. .� i N TY - 16 I' +� 1 > L- _ � r E _j L I N - I L- _._J O 0 [--- 1 I -- 11 45 a i �� 1 1 i 7�, -1W' I (- - CC --- �l (�30� I I �I 17 x� °�- �! f L I 1 L - ��; 81 BASIN 6 d ; L -__ + L _ L� �J�' f , i a I - �-- _ -1 TOTAL AREA: 7.41 AC. 11 �- 44 49 i i 69 NA ND f 74 �' 80 -1 LOT AREA: 4.95 AC. �I I R/W AREA. 0.98 AC �1C ��tfyP ` , L ___ i EN' P E C L -�W, ' (_ - -J _ » 3 p I v P BUA: 2.03 AC. 27. X BA%� N 2 e � R j � ° �43 5� � � � 6 � �� ��F. I I � 75 , � CL t TOTAL AREA: 20.00 AC. �r L _ (- / i I L ( ` 79 (TRADE-OFF - BASIN 12) W 19 m 23 � I LOT ARM 16.13 AC. � �. L �� `I (- � y R/W AREA: 3.01 AC. \ 42 517 7 f tj BUA. 7.73 A 1 38.63X 20 22 i P I t • , 7s - / _Z Cn � _J I �• iP p �i 4�� i_ g � I � i �-- ®'� � \ /� 78 I SITE DATA: 52 G 66 / ,r 21 I ° h , 77 TAX PARCELS: 7726-49-4252, 7726-49-4730, v t ltP gg L 34 -� i T - I 7726-49-0779, 7726-39-3960, 7726-39-1551 z f \ i - ._J CI Y 0`F ARC L -J -t6 P -111 � cl"DEED REFERENCES: DB-1485 PG-962, DB 18 G 6, Lij 35 f 40N 53 4 B L65� LPH COUNTY DB-1874 PG-1564, 0B-1500 PC-659, DB-1485 PG-957 1� Ilk _J � ► //r ! _-- ---- --- -- UTILITIES: PUBLIC WATER AND SEWER 1- r j/�°/j/ • 39 S 64 �/ BASIN 5 LENGTH OF ROAD: 10,073.81 LINEAR FT. 36 - � ; a _ TOTAI. AREA: 6.56 AC. NO. OF LOTS: 205 LOTS e ; F LOT AREA. 5.10 AC. 55 i L R/W AREA. 0.76 AC. AREA LOTS: 12,000-15,000 SQUARE FT. CL. 37 L �- BUA: "..30 AC. = 34.98X ts) �® Op \ 38 F- - - i 62 AREA TO BE DEDICATED AS NEW R/W: 522,753.32 SQUARE FT. 56 -40 I A 61 BUILT UPON AREA NOTE: STORMWATER NOTES: �- 57A� BUILT UPON AREA (BUA) IS NOT TO EXCEED 4500 SF PER z _ LOT. OWNERS ARE RESTRICTED TO NOT EXCEED THIS BUA AS 1. BUA NOTE: BUILT UPON AREA (BUA) IS NOT TO EXCEED 4500 SF PER C'Ij7. RECORDED 4N EACH INDIVIDUAL DEED, THIS INCLUDES ALL LOT. OWNERS ARE RESTRICTED TO NOT EXCEED THIS BUA A!; It',q� OA. ®- `� 601 IMPERVIOUS AREA SUCH AS CONCRETE, ASPHALT OR GRAVEL RECORDED ON EACH INDIVIDUAL DEED. THIS INCLUDES ALL a0`p Oh, 58 a� BASIN 4 DRIVEWAYS, WALKWAYS, ANY OUT BUILDINGS AND HOUSE TOTAL AREA: 2.41 AC AREA. BUA SHOWN ON THIS PLAN IS REPRESENTATIVE ONLY. IMPERVIOUS AREA SUCH AS CONCRETE, ASPHALT OR GRAVEN C, `� HOUSE FLOOR PLAN MAY VARY BUT BUA FOR TOTAL LOT DRIVEWAYS, WALKWAYS, ANY OUT BUILDINGS AND HOUSE AR:A. ��� \� 59 LOT AREA: 2.05 AC. MAY NOT BE EXCEEDED. BUA SHOWN ON THIS PLAN IS REPRESENTATIVE ONLY. HOU!3I: >- � % R/W AREA: 0.23 AC. sL FLOOR PLAN MAY VARY BUT TOTAL LOT MAY NOT BE EXCEEDED. BIIA: 0.89 AC. = 37.05X Q � 2, ALL STORMWATER DEVICES, INCLUDING WET PONDS, SANDFILTERS, AND ASSOCIATED BERMS TO BE MAINTAINED BY DEVELOPER UN11L SUCH 71NIE BASIN 3 THAT DIAMONDS KEEP SUBDIVISION HOMEOWNERS ASSOCIATION (HOA) ° = ,� TAKES OVER MAINTENANCE AS ESTABLISHED IN THE HOA DOCUMENTS. TOTAL AREA: 4.31 AC. OWNER/DEVELOPER: U 3, ALL WET PONDS, SAND FILTERS & BERMS ASSOCIATED WITH EACH BMP F0 LOT AREA: 2.91 AC. DIAMOND W BUILDERS, . L ' � s, BE CERTIFIED BY DESIGN ENGINEER ONCE COMPLETED. R/W AR .31 AC. CONTACT. CART` WHITE `° 4. DRAINAGE EASEMENTS WILL BE RECORDED ON FINAL PLATS FOR EACH D IASE BUA: 1.00 AC® � 23.29X TO ENSURE DRAINAGE THROUGHOUT DEVELOPMENT CAN BE MAINTAINED BY 9614 U.S.U.So HIGHWAY 311 HOA. EACH BMP WILL HAVE ACCESS, DRAINAGE AND MAINTENANCE ARCHDALE, N.C. 27263 EASEMENTS IF NOT LOCATED IN COMMON AREAS TO ENSURE ACCESS T( (336) 434-4440 EACH BMP FOR MAINTENANCE. 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I - , , , "' I. -1 I. , � , � I I � - - I -------j . i - - __ - "" _____ _____ ___ ­­ _ ­ -�__. 7.1 --� - I . __­­­_..­l___ _______ ____ _____ ___. --- - -- - --- , ­_._.____l.___­1 � � ­­ ;., � � � -_­L­___--- - - - - -- ___ - __ --- . "I � .. ,� ­­.­­......­.­.0. ­_.­­._­__­...­ . - I �­­ I—1-1 - ____.___ Dam and Embank neat Construction: I GENERAL NOTES/MAINTENANCE REQUIREMENTS IS- 1. General - Th > pond and dam area shall be cleared, grubbed and stripped of all vegetative material and 1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY .. topsoil prior to dam construction. The disposal of VEGETAION AND ROOT MAT. trees, stumps, construction debris, vegetative material, 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER / �,• ��-_�,` �� _ __ etc. shall no: be permitted in the dam or pool area of WOOD/VEGETATION AS WELL AS AVER-SIZED STONES, ROCKS, ORGANIC ;° � `�. , � �_ •' � �= > `- -'1 -, `` _, --� the pond. V'hen blasting is used to remove rock from MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE the pool are a, the blasted area shall be over-excavated COMPACTED IN NOT GREATER THAN 9" LIFTS BY TRAVERSING WITH �,,•. �. •.e i. o, . to a depth ( f at least two feet (2 ) below finish grade EQUIPMENT. and brought back to finish grade with clean relative) 3• SEDIMENT SHALL BE REMOVED' AND TRAP RESTORED TO IT ORIGINAL 9 9 Y DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN `� � impervious soil material compacted in place. DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD. r ° ��`'�_ �•.' � `�` '" 4. DESIGNATED DISPOSAL AREA AND A. 2. Earth Fill Dar�s REMOVED SEDIMENT SHALL BE PLACED IN -- PROTECTED AGAINST EROSION. 5. THE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN 0 � � �.,' � � ,� ° "'�..� ``-`e_ \`�;°,< ' � •�� -.. .., 6. PLACED SHOULD BE HARD, A R A D a) Soil mat 9rials used for earth fill which are highly STONES SHALL BE MACHINE P A • AND HANGULAR N (� permeate or which exhibit significant shrinkage WEATHER RESISTANT. �1J � � / ° v i � �' '� � ��`� '`� z '' • ` B'a`- �A '`- ,_ swell, or dispersion shall not be used in the 7. EMERGENCY SPILLWAY SHALL BE DIRECTED TO NATURAL, STABLE AREAS embankrienk unless specific detailed design 8. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. compute Lions (foundation analysis, slope stability, 9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON flow net analysis, etc.) are submitted as part of COMPLETION OF CONSTRUCTION OF THE BASIN, � 1 i zy .00' °° °° �` e-�_ -�' � the plan approval. 10. TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH ° ° REPAIRS MADE AS NECESSARY. 1 b) A cutoff trench (core trench) shall be provided with a r iinirnum width of four feet (4'). The _ �._-_--__-- --------- centerlir a of the cutoff trench shall not be t _ O � `�-'® ^- � � \ �` � -,, vim `�--�•---.: located downstream of the inside top of slope of SPILLWAY PIPE SPECPFICATIONS _, -�"-- the darr. The cutoff trench shall be carefully h$ o ( `1- �`'- back-filled with highly impermeable material and R Q q 9 y P A. CORRUGATED ALUMINUM ALLOY PIPE "C,A,A•P.) POND AI N TEN ANC, w� �� compacted to at least ninety-five percent (95%) �* t� n --c 1 \ `'~ of stanc and proctor density. <� ACCESS A S E M E N T '\ ` y 1. THE PIPE SHALL MEET THE APPLICABLE REQUIREMENTS �.� 4 O aE J. �_�_; �• ` . `"� k OF CURRENT A.A.S.H.T,O. SPECIFICATIONS M-196, o� c) The mini rum top width of the dam shall be ten �] u LATEST EDITION. � feet (10 ) and slopes shall not be steeper than � �u � 3:1 thr se horizontal to one vertical on the dam ( ) 2. THE PIPE SHALL BE FABRICATED WITH TWO ANNULAR or embc nkments around the pond. K -- - _ �- - CORRUGATED REROLLED ENDS OR BE FURNISHED NTH `\ d) All distu 'bed ground areas and embankments FLANGED ENDS TO BE CONNECTED USING STAINLESSqu surrounc ing the pond shall be mechanically STEEL HARDWARE AND CLOSED CELL NEOPRENE CASKETS. stabilize i or have permanent ground cover WHERE REROLLED ENDS ARE USED, A HUGGER TYPE BAND -� establisl ed in accordance with Guilford Count " " v ±r `� Y WITH O RING GASKETS WILL 8E REQUIRED. r ° `\ --_--- 1 _ �. �\ � � - --,. � ' guidelines prior to final approval. � LZ �� 3. THE PIPE SHALL BE FORMED FROM SHEET CONFORMING TO } 1 STATE TO THE BEST OF MY KNOWLEDGE BASED UPON INSPECTIONS THE REQUIREMENTS OF A•A.S.H,T.O, SPECIFICATION M-197. -J PERFORMED BY MYSELF OR PERSONNEL UNDER MY DIRECTION THAT THE THE CORE ALLOY SHALL BE 3004-H34, CLAD ON BOTH PERMANENT RUI TOFF CONTROL STRUCTURE, � --� � � , � \ � \ ,-•� �.. _ `�- ..,..�,�. SIDES WITH ALLOY 7072. "`•1t d p , `- `•� - = BEST MANAGEM':NT PRACTICE (S) FOR (NAME OF PLAT) s ��'`r � .'. ..'. ' V O. ..•+... Pik--F?At� i�F!i-FL � WILL CONTROL ND TREAT THE RUNOFF FROM THE PROJECT SITE : � _ .• �\` BETWEEN THE F RE- AND POST DEVELOPMENT FOR, AT A MINIMUM, THE g �L °i, �.� - --���� 1 YEAR, 24-HO JR 'STORM, IS DULY RECORDED IN THE OFFICE OF THE g ...: " RANDOLPH COU JTY REGISTER OF DEEDS, AND HAS BEEN COMPLETED IN CONFORMANCE MTH THE APPROVED PLANS AND SPECIFICATIONS F 1<1f` �` ;� �. 1 DATE � Vty ET,-POND' PPf'OVE-D DATE) F, - 4 F SIGNATURE: _ SEAL f' s ': c , e ��`---_°-.--=-- •� ��� -' �' . � fi- �: ��. ``' --. __ __ --- DATE 4. µ;,me p ��= r 'r -'V-:7'!7-J9..2 .iL,✓!T►7i 4$_TR°Sf i y T --r " 1 A i .e - •-- �,#.._' ,�' ,. � ,-�----�1.� � � -. PROPOSED 48 DIA. 0 GAUGE `--�- � _ 5 :f71 3„ x 1" CORRUGATED ALUMINUM 2­0 ' p - TRASH RACK, SEE THIS SHEET x < 'J FOR DETAILS - I © I � a Q OF RISER. 739.25 R WATER �` •.e / J o I z i -� - __ �` L- QUALITY ZONE +' r'. 1/2°° U-BOLT ® ::�ELEV. 737.50 -_.�-� . / r 2.50" WATER QUALITY NOTCH TRASH RACK RELEASE ORIFICE -®--- „ AROUND BARREL 6" DRAIN yam, --® ---_ -------f-------- ----- l ELEV. 737.50 aL----------__ `` r P POOL 44 PERMANENT P O �� SHEAR GATE 3` DEEP _--------- 18" C.A.A.P. BARREL LIFT ROD ------------- - ® 0.96`r L30" C.A.A.P. FRAME / \ } RISER \ ELEV, 734.50 j ` POURED INVERT SEDIMENT INV. 698.50 STORAGE- �D i FILL W/ 3000 ' LLl r PSI CONCRETE _ ELEV. 732.00 1 � WET DETENTION POND FOR DRAINAGE BASIN 1_ 3000 PSI CONCRETE�PCF � i� z SCALE: 1 "=20' TOP OF DAhI W 1 742.00 CONCRETE RISER 1 3 4'-0" SQUARE FOOTING TO BE UNDISTURBED SOIL Lo1 RISER PIPE DETAIL < �V 740. 25 - Uj L NOT TO SCALE J 10, " 0 24 x 1/4" THICK ALUMINUM CL WIDE ANTI-VORTEX PLATES EACH WAY WELD INTERSECTIONS 5/8 DIA. ALUMINUM RODS 0 12" O.C. 5/8" DIA. ALUMINUM RODS 0 12" O.C. EACH WAY, TYPICAL 1 EACH WAY, TYPICAL WELD ALL INTERSECTIONS 10, 101 MIN. WELD ALL INTERSECTIONS LIJ E CEI CY SPILLWAY � Lon 4L3'° DIA. 10 GAUGE � TOP OF DAM 742.00 MW 3" x 1" CORRUGATED ALUMINUM NTS TRASH RACK SKIRT TAEsI 1 RACK 3 6" f" 11- IF'1 10 EMERGENCY SPILLWAY 740.25 �, z TOP Of R15ER, 739.25 I�- 3 NORMAL POOL 737.50 2.50" ORIFICE 737.30 -- 3 Ir- 60'° ANTI SEEP COLLARS 1 52 LF, 15" C.A.A.P @ 03G% 24" x 1/4" THICK ALUMIMUM PROPOSED 30" DIA. ANTI-VORTEX PLATES SEDIMENTTOPAOE 734,50 --" _ INV. 735.00 O � C� 1NV. 735.50 - -- C.A.A.P. RISER WELD INTERSECTIONS A (y s BOTTOM Of POND 73 .00 *� \- v 30" C.A.A.P. RISER CUT Off TRENCHRENC 2" TYPe ° Z ELEVATION PLAN Sheet No. POND PROFILE TRASH RACK DETAILS NOT TO SCALE NOT TO SCALE of - _ ,. r c 1— n ` g' , _,'` ► \ ..\ ti � _POND MAINTENANCE REQUIREMENTS. <. . INSPECT MONTHLY, OR AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT, WHICHEVER COMES 'RRST A. REMOVE DEBRIS FROM THE TRASH RACK. ` B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS. IF A PUMP IS USED AS THE DRA WO 0 PW I MECHANISM, CHECK FOR PUMP OPERA 77ON. C. CHECK THE POND SIDE SLOPES,• REMOVE TRASH, REPAIR ERODED AREA BEFORE THE NEXT RAINFALL .� EVENT D. IF THE POND IS OPERA 7ED W TH A VEGETA 7ED FIL 7ER, CHECK THE FIL 7ER FOR .SEDIMc N T e I' Q rr t '�_,`''•. \�_��'' � �`\ ;�. '- A CCUMUL A 770N, EROSION AND PROPER OPERA 170N OF THE FLOW SPREADER MECHANISM. REPAIR r r ~`� • �` <. '. OUARTERLYSSARY. A. INSPECT TllE COLLEC710N SY57FM (/.E., CATCH BASINS, PIPING, GRASSED SWALES) FOR PROPER FUNCITON/NG. CLEAR ACCUMULA7ED TRASH FROM BASIN GRATES AND BASIN BOTTOMS AND CHECK / rr v r a - _ `` e PIPING FOR OBS7RUC7TONS. r , _ - 4` l F T PAIR BROKEN ES. B CHECK POND INLET PIPES OR UNDERCUTTING. REPLACE RIPRAP, AND RE OK PIPES. C NECESSARY REPAIR ERODED AREA /MTHE/ TEL Y 7D F!L 7ER /F APPLICABLE, TWICE A YEAR AS RESEED GRASSED 5WALES, INCLUDING THE VEGETA E C 14V. 78.OD r ° �` 4-�_ -� _ r, EVERY 6 MONTHS _ --, r � � _ T IRU TURF � lf A. R M A SEDIMENT FROM THE BOTTQM OF 7NE OU7ZE S C m-� REMOVE ACCU UL 7ED D B. CHECK 7NE POND DEPTH AT VARIOUS POINTS /N THE POND. lF DEP 1 N /S REDUCED TO 79 OF ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST ORIGINAL DESIGN DEPTH t C _. GENER4L _______ r r ` "� _ A. MOW T9E SIDE SLOPES, NOT INCLUDING NORMALLY SUBMERGED VEGETATED SHED, ACCORDING TO I \ ®� _ ®®__ \ \ `\ ` ` ®� THE SEASON. MAXIMUM GRASS HEIGHT WILL BE 6" � � °a B. CATTAILS, AND OTHER INDIGENOUS WETLAND PLANTS, ARE ENCOURAGED ALONG THE POND 0 PER/ME1FR; HOWEVER, THE MUST BE REMOVED WHEN THE COVER 7NE EN77RE SURFACE AREA OF '\ POND AINTENANL r� ` \ - — _ — THEPQNo. o C THE ORIFICE IS DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS. IF DRAW DOWN IS NOT SOURCE OF THE CLOGGING "` r N ACCOMPLISHED /N THAT 77ME 7NE SYS7E�M MAYBE CLOGGED. THE SO � III ACCESS ASEM EN T ' —ro x ►� MUST BE FOUND AND EL/MINA 7ED. (� a g D. ALL COMPONENTS OF THE DEiEvnoN POND SYSTEM MUST BE KEPT IN GOOD WORKING ORDER. N lu C l P-;RAC' B�'�1='FL{ � � - 9 W W \ 9 \ r I r E W: -P ND C t l II T RMAL F6ot ALE`� `737 5J' .• ` W • 3 p �Tt h F� '+t � � � . -ems�'� .�L__,L���-t �� �'F—• .LL. f 'FE�a CtI' , • ,r 5 TR�. r 735 �? !:: � w '^,�� ,. .l,'W .�- �-�����_ •sw, Div. f ° a f '� " 0 L-1 LIST 73 00` 0 c ti ti, o.r.� I - 8 ` ----------------- ---------------- WET ��— __ s° /----------- f' a'r ! DETENTION POND FOR DR /\INAGE BASIN 1 z J LANDSCAPING AND MAINTENANCE PLAN � SCALE: 1 "=20' - ` � z Uj � o < z W z z ® � z Q 0 WET DETOV Tlc�N POND- 1 LANDSCAPING :��CHED L E - - SIZE Soil Specifications Q COMMON NAME L30TANICAL NAME CLASSIFICATION QUAN7-/7Y ails used within planting area must adhere to the following requirements ® z CC The soil mix must be uniform Ind free of stones, stumps, roots, or other similar w � )1 11 material greater than 2 inches. BENT GRASS AGROS77S PERENNANS H 10.E OF SEED MIXTURE g A minimum organic content o F 10% by dry weight for areas planted with woody E:E] SWAMP SUNFOLWER HEL/ANTHUS ANGUS77FOL/US 'H" 10X OF SEED MIXTURE species and 5%for turf area: . - The pH should be between 5. i and 7.0. If the pH falls outside of this range, it A n s e• BU7-TERf-1 WEED ASCLEP/AS 7UBEROSA 'H'" 109 OF SEES MIXTURE may be modified with lime to increase the pH or iron sulfate and sulfur to lower E a - the pH. The lime or iron sulfa:e must be mixed uniformly into the soil prior to ® ° - PURPLE TOP 7PIDENS FLA VUS 'H" JJ7. OF SEED MIXTURE use. )D 11 © 3 m BIC` BLLIE S7FM ANDROPOGON GERARDn H 209' OF SEED MrX7?JRE a ®m'ro RED TOP AGROS77S ALBA 'H" 179 OF SEED MIXTURE L� n „ 22 PLANTS' SPACED 24" FROM (AND AL TERNA TED BETWEEN, 77-IREE SQUARE BULRUSH AND DUCK PO TA TO SAG/TTARIA LA 77FOLIA - H SOFT 57EM BULRUSH. PLANT /N THE FIRST 6" OF WA TER LEVEL. 22 PLANTS SPACED 24 FROM (°AND AL TERNA TED BETWEEN) DUCK PO TA TO AND THREE` SOUARE BULRUSH SC/RPUS AMERICA NUS " 11 H SOFT STEM BULRUSI-1 PLAe1/T I,�I THE FIRST 6" OF WATER LEVEL. a 3 z 22 PLANTS SPACED 24" FROM (A NO AL TERNA TED BETWEEN) THREE SOUARRE ULRUSH ANO ` • SOFT STEM BULRUSH SCIRPUS VALIDUS '�'" DUCK POTA TO. 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I __ - - , -\\ \ i \,- 7i ". \ ­1 _­-," � / � __ _ _,� _ _ _ _ __ __ _. _ - — �-N -- FAQ , �'� " - I- '_ _ _ \ " i _ _ 1-1 .. , r A __Y_ — -, "I ., - - ' ,\ ,�l - __ 1. . �l ttl� , ',l /- -- /, -1,_ --- - :� . __ __ - - I _-Z— --- _N1, I - _\ 7 A �" , -__��' ___ L- � \ I - ­E:N-- __l - ���- ,-�� , \ - " 1- _;f� - ---- �__,,�, ,-..- _,� _,_ - - '�,- _,� -, , - �_- - -- ­1 _� -, - ll� _� .,\ t -\ - I 't, I- �_l t" I,\ )l 1\ \ '-, �_ \, ", _71"__I- �, -, - _� I \ \ , , \ � -)�1� ___ -, - ­_ � - - __ -I- -1 "�, \,�, "\1�1_� 1-1 1�, 'll'-\,� I 1, `\,_ , \I- �,\ I ��_.'l<,\ -11 -, \�-, � I- __ , of 11 ,_ -t-- - __ __ __ ,�, _\ �l '� '0 I .,* "� I""""" �' ' "'* "' ' - - 11 I \ ll/ (--),-\\ , __ - \7� � - J� , \ T_;�'_ � \ __I\-- -- "\ ��\_ I i __ __r 0 --- -` �z (/I --__ - _� - (� � � ,.- _` - - - -� - - __70 - ___ - -"I , t 0 VA�� - ...*--�4'�"��O A, — ,I '��"- -7�__�_L_ _"I,---i -,--,,\X� k�� I __ ­1 � " - - -.--- I...�;�;M-�_ - --, -­­, ,,. I -� *I, 1-1 I lw__;��. - _\ � --- �,�,, - ___j _A16 ".� - .. - � I , � I L_ ..--.-.---. - - I I - ___ I __ ___ ____ - __-_____-,-",- - __ -— __ .- . I— --­. -�­,_­._,­ I -� __'," _. �I,---,-- I--___- I I I — - __ - - -——- - __ _____ __ - __ - ____ ----- _________,_____� -1-11-1111 1-111-1111-11­­­-­ 111. I— � - \ \ ! Dam and Embankinent Construction: GENERAL NOTES/MAINTENANCE REQUIREMENTS / \ \, \ \ \ 1. General - The pond and dam area shall be cleared, o grubbed and stripped of all vegetative material and 1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY ` = topsoil prior .a clam construction. The disposal of VEGETAION AND ROOT MAT. trees, stump , construction debris, vegetative material, 2. FILL MATERIAL FOR THE EMBANKMENT SHALE. BE FREE OF ROOTS OR OTHER WOOD VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS, ORGANIC a r etc. shall nol be permitted in the dam or pool area of the pond. Wien blasting is used to remove rock from MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE the pool are(, the blasted area shall be over-excavated COMPACTED IN NOT GREATER THAN 9" LIFTS BY TRAVERSING WITH EQUIPMENT. N`\ l�w� Z` \ '� f to a depth o at. least two feet (2 ) below finish grade ! \ W/ \ q \\' ` 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT ORIGINAL L1 and brought Dack to finish grade with clean relatively �9p N RAP �� �` ` y. -.-- - ' im ervious sc it material com acted in lace. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN 1 \ 31 P P P St•() � � � "� � '., '� �` DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD. 4. RE SEDIMENTSHALL BE PLACED IN A DESIGNATED DISPOSAL AREA AND 2. Earth Fill Darr s PROTECTED AGAINST EROSION. a 5. THE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN a) Soil matt rials used for earth fill which are highly g PLACED AND SHOULD BE HARD, ANGULAR AND . STONES SHALL BE MACHINE D, ermeab'a or which exhibit significant shrinkage Q!` _- - 1, '� P 9 9 WEATHER RESISTANT. J ' , `r swell, or dispersion shall not be used in the 7. EMERGENCY SPILLWAY SHALL BE DIRECTED TO NATURAL, STABLE AREAS I j, °.�'• •� e ;, ...�,`.; ; � t embankment unless specific detailed design 8. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. n t computo:ions (foundation analysis, slope stability, 9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON ' �.. _ .� �/ � c ,� ,,4 ..� �., � -�, flow net analysis, etc.) are submitted as part of COMPLETION OF CONSTRUCTION OF THE BASIN. � � / / / e \ I the plan approval. 10. TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH REPAIRS MADE AS NECESSARY. ,_ \ o A cutoff trench (core trench) shall be provided m, v_ - 1 with a n lrnum width of four feet (4y). The I o� centerlin = of the cutoff trench shall not be E � ,,^ � � ` ;�, � � �/ ,•R � \ , �,� '` ,� .� `�,� ,� .� ` , � i !"""�••�.' located iownstream of the inside top of slope of SPILLWAY PIPE SPECIFICATIONS the dam The cutoff trench shall be carefully back-fill �d with highly impermeable material and 19 Y P A. CORRUGATED ALUMINUM ALLOY PIPE (C.A.A.P.) compact.d to at least ninety-five percent (95%) X �} -- . l of stand 3rd proctor density. ® a , f - \ t tt THE APPLICABLE REQUIREMENTS �J � p � 4 / � \ � d � 1. THE PIPE SHALL MEET ' 'f / �' ' -` �' ,a A`� 1, c) The mini num top width of the dam shall be ten OF CURRENT A.A.S•H.T,O. SPECIFICATIONS M-196, `� c l t 1 _/ / t LATEST EDITION. - j/ E `�,, �� y feet (10 ) and slopes shall not be steeper than C -� � E - s . R ,/ / i \ ; 3:1 (thrf e horizontal to one vertical) on the dam FABRICATED WITH TWO ANNULAR ��, ,/ � `V `V \, �� Y • I I '"•, or emba ikments around the pond. 2. THE PIPE SHALL BE B �n � 1 CORRUGATED REROLLED ENDS OR BE FURNISHED WITH I / / � a , �, 1, ', ,,. '� '� `. , z �t __ `• `: d) All disturbed ground areas and embankments FLANGED ENDS TO BE CONNECTED USING STAINLESS qu surround ng the pond shall be mechanically STEEL HARDWARE AND CLOSED CELL NEOPRENE GASKETS. J C fi -` ,/ \ R TYPE BAND f /t� .7� �/ establish ad in accordance with Guilford Coun • WHERE REROLL D ENDS RE USE A HUGGER , ` //® / r , �� `.�; �1� �^ stabilize(�or County WITH E'O" RING EGASKETS ALL BE REQUIRED. � r � t ' �;, stabili have permanent ground cover f , Ni guidelines prior to final approval. 4 4 _ _•.. /1 It �, `� THE PIPE SHALL BE FORMED FROM SHEET CONFORMING TO J I t /` e , �' I STATE TO THE BEST OF MY KNOWLEDGE BASED UPON INSPECTIONS THE REQUIREMENTS OF A.A.S.H.T.O. SPECIFICATION M-197. J / /� ._ 7 - y� �/ /` PERFORMED BY MYSELF OR PERSONNEL UNDER MY DIRECTION THAT THE THE CORE ALLOY SHALL BE 3004-H34, CLAD ON BOTH 1. - -_ '�` - ` " ,i , � � � PERMANENT RUP OFF CONTROL STRUCTURE, -- SIDES WITH ALLOY 7072 S/// � /`� ,� r, � � •.` � BEST MANAGEMENT PRACTICE (S) FOR ° / �l (NAME OF PLAT) - t / / 1 / 101 a 0 WILL CONTROL /ND TREAT THE RUNOFF FROM THE PROJECT SITE / ,� / �"? 1 ' / `��� BETWEEN THE P RE- AND POST DEVELOPMENT FOR, AT A MINIMUM, THE / q / ! \ a 1 YEAR, 24 HO1IR STORM, IS DULY RECORDED IN THE OFFICE OF THE ` e \ \ // //6» , ,Qy�/ OO f ° , �' \ \\, 1 ` RANDOLPH COUI`ITY REGISTER OF DEEDS, AND HAS BEEN COMPLETED IN s \ 7'' /� �, ,� ', � e,;,1,`• � CONFORMANCE 'KITH THE APPROVED PLANS AND SPECIFICATIONS tit \ / /� �// / '� \ Vf ° / ! -, %' jit DATE - N. / / � ,12 �i `/� \ i t�, (APPF OVED DATE) m \ / • / � % tt \ /I/ O - f ttWV, SIGNATURE:-- (SEAL) \ \ \ - - - f - St DATE 41, PROPOSED 54 DIA. 10 GAUGE 3 x 1 CORRUGATED ALUMINUM v � TRASH RACK, SEE THIS SHEET ��F 4 ti� t I FOR DETAILS 5� 1 � t en TOP OF RISER. 717. 0 N EMPORARY WATER QUALITY ZONE ELE 1/2" U-BOLT v V. 715.50 p NOTCH TRASH RACK RELEASE ORIFICE 6" [BRAIN 3.00„ WATER QUALITY AROUND BARREL � "N �\ \i ELEV. 715.50 PERMANENT POOL \ \ \ ,tee v, \ , \ 3" DEEP �,` INV ' .� l » LIFT APODAT€ 24 C.A.A.P. BARREL & FRAME �® 1.40% L36" C.A.A.P. Q RISERrvNf z ELEV. 712.50 N o POURED 7� �`. \\ \\ ' ' .ti ~ �� ` `• ` i __ .,. INVERT SEDIMENT -- - -- �_ �' � --- - _ - -- - -- - INV. 712.50 STORAGE 1 -- � G - - --- _ FILL W/ 3000 UJI PSI CONCRETE WET DETENTION POND FOR DRAINAGE BASIN 150 PCF ELEV. 711.00 SCALE: 1 =20' 3000 PSI CONCRETE w 1 TOP OF DAM 150 PCF -�'. 720.00 ® W 3 CONCRETE RISER Q z 4'-0" SQUARE FOOTING TO BE ON LonUNDISTURBED SOIL 71 .20 - -� RISER PIPE DETAIL LU ¢ � v NOT TO SCALE ® J WIDE 24' x 1/4" THICK ALUMINUM CL CL L AN71-VORTEX PLATES EACH WAY WELD INTERSECTIONS v/8" DIA. ALUMINUM RODS 0 12" O.C. o 5/8" DIA. ALUMINUM RODS O 12" O.C. EACH WAY, TYPICAL I O' 10' MIN. E I P E € L L_WAY EACH WAY, TYPICAL WELD ALL INTERSECTIONS w cIL: WELD ALL INTERSECTIONS �- --= N€S LLj PROPOSED 54" DIA. 10 GAUGE TEAS i RACK 3 TOP OF DAM 720.00 3" x i" CORRUGATED ALUMINUM F- TRASH RACK SKIRT LLj I 0 _ EMERGENCY SPILLWAY 715.20 z TOF Of R15ER 7 17.20 - NORMAL POOL 715.50 Ir- 11 ~ 3,00" ORIFICE 715.50 �-°- 0 ~ 3 11-- GO" ANTI SEEP COLLAR.5 ` 107 LF, 24" CA.A.F @ 1 .40% � SEDIMENT STORAGE 7 12.50 _ AN x ORT THICK ALUMINUM l INV. 712.50 (N�. � 1 1 .00 PROPOSED 36" DIA. ANTI-VORTEX PLATES C.A.A.P. RISER WELD INTERSECTIONS S 50TTOM Of POND 71 1 .00 9 k 36" C.A.A.P. RISER CUT OFF TRENCI1 t3 4' MIN. 2" TYP Ln ELEVATION PLAN Sheet No. POND PROFILE TRASH RACK DETAILS 6 NOT TO SCALE NOT TO SCALE of 17 ,'0[VD MAINTENANCE REQUIREMENTS: o -PRODUCING RAINFALL EVENT, WH/CHE1,ER COMES FIRST A. REMOVE'ODEBRIS FROM THE TRASH RACK NT B. CHECK AND CLEAR THE ORFICE OF ANY OBSTRUCTIONS. IF A PUMP /S USED AS THE DRAM OWN �� . MECHANISM, CHECK FOR PUMP OPERATION. i� �_-"- C° CHECK THE POND SIDE SLOPES, REMOVE' TRASH, REPAIR ERODED AREA BEFORE TH NEX RAINFALL // EVENT. D. S OPERA T SD WITH A VEGETA 7E"D FIL TER, CHECK THE FIL TER FOR SE71MELT - ~ `� EROSION AND PROPER OPERA 770N OF THE FLOW SPREADER MECHANISM. REPAIR -- '` � A CUE PO 170/ �.�- ..-- ...•' 6 -- _� .__ - ..."_ _..g '` „ ..,`� .., y y y y y y y y y y yaB���� r N, AS NECESSARY. y y y y ;, A.r INSPECT 7HE COLLEC770N SYSTEM (I.E°, CATCH BASINS, PIPING, GRASSED SWALL FOR PROPER y� �. y y y y '' y �• ULATEO IRA FROM BAS/N GRAILS AND BAS/N BOTTOM.'; AND CHECK -� FUNC770N/NG CLEAR ACCUM SH �1 PIPING FOR OBSTTUC77ONS. Al y y y y y y y y y y y y �y�. . Y S F B. CHECK POND INLET PIPE OR UNDERCU7?lNG, REPLACE R/PRAP, AND REPAIR BROKEN PIPES � � =`� ' �. � `� � • ° • ° �• � � � �� C. GRASSED A INCLUDINGA TED FILTER /F APPLICABLE, TWICE A YEAR AS NECESSAR y y.� y y y y 'N , _ EVERY 6 MONTHS y y y I A. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OU7LET S7RUC7URE: B. CHECK THE POND DEPTH AT VARIOUS POINTS IN THE POND. /F DEPTH /S REDUCED TO 75% OF MOVED TO AT LEA ORIGINAL DESIGN DEPTH ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE RE LEAST ` � � `A GENERAL y y y v y y y y y - A. MOW THE SIDE SLOPES, NOT INCLUDING NORMALLY SUBMERGED VEGETATED SHED ACCORDING TO 111E SEASON. MAXIMUM GRASS HEIGHT WILL BE 6" y - ! < B. CATTAILS, AND OTHER INDIGENOUS WETLAND PLANTS', ARE ENCOURAGED ALONG THE POND � � q ' I + y PERIMETER, HOHEVFR, THEY MUST BE REMOVED WHEN THEY COVER 7NE EN77RE SURFACE AREA OF V' `� THE POND. C THE ORIFICE IS DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS. IF DRAW DOWN IS NOT N -q ACCOMPLISHED IN THAT 77ME, THE SYS7E•M MAY BE CLOGGED. 7HE SOURCE OF THE CLOGGING MUST BE FOUND AND ELIM/NA TEED. D° ALL COMPONENTS OF THE DE7E"N770N POND SYSTEM MUST BE KEPT IN GOOD WORKING ORDER. V tzIU ro y y � i s I y y f /00 1 E 1 tK C 1 f y y y / "IN \ '� INI y EM y y \ y y Al r y y y G / f" •j U — f -. y Si- ...._ y y y y 9 y y I •y I / I / I I �` ai y �9 r- r- y y y y y A y y y y y y y y y y y y y y Al y - y y y y y y y , ♦ fin. _. ++'` , r rCL n \ �r ULJ\ - r W r i s r . _ r4.u. LL a WET DETENTION POND_ FOR DRAINAGE BASIN a _ LANDSCAPING AND MAINTENANCE PLAIN ® z O �; SCALE.. 1 =10 Z Uj WET DETENTI')N POND 2 LANDSCAPING SCHEDULE Z - SIZE Soil Specifications LU COMMON NAME BOTANICAL NAME CLA551FICA7-1011I OIJANTITY Soils used within planting area must adhere to the following requirements: ® The soil mix must be uniform and free of stones, stumps, roots, or other similar b % BENT `FAST AGROS77S PERENNANS Wit OF SEED MIXTURE Material greater than 2 InChE:S. A minimum organic content c f 10% by dry weight for areas planted with woody Z �oC ® SWAMP SUNFOL WER HELIANTHUS ANGUSTIFOLIUS "H" 10Z OF SEED MIXTURE f Species and 5%for turf area:,. F— The pH should be between 5.5 and 7.0. If the pH falls outside of this range, it BU�7ERFL�' WEED ASCLEP/AS TUBEROSA "H" 107 OF SEED MIXTURE may be modified with lime to increase the pH or iron sulfate and sulfur to lower _ the pH. The lime or iron sulfa to must be mixed uniformly into the soil prior to » „ PURPLE TOP 7RIDENS FLA VUS H 33X OF SEED MIXTURE use. _ 0 BLUE S7EM ANDROPOGON GERARDII 2OX OF SEED MIXTURE BIB ob.e®ryp o s e v � " RED TOP AGROS77S ALBA " 17X H OF SEED MIX7ZJRE � m - L 41 PLANTS SPACED 24" FROM (AND AL TERNA TED SET3EEA9 THREE SQUARE BULRUSH AIVD DUCK POTATO SAGITTAR/A LA77FOLIA H SOFT STEM BULRUSH! PLANT IN THE FIRST 6" OF WA7E•R LEVEL. z 41 PLANTS SPA CED 24" FROM (AND AL TERNA TED BETWEEN) DUCK' PO TA TO AND THREE SQUARE BULRUSH SCIRPUS AMERICANUS "H" SOFT STEM BULRUSH, PLANT IN THE FIRST 6" OF WATER LEL. Sheet No. - _ "H„ 41 PLANTS SPA QED 2418 FROM (A NO AL TERNA TED BETWEEN) THREE SQUARE BULRUSH` AND • • SOFT ,S°TFM' BULRUSH SCIRPUS VALIDUS DUCK POTATO. PLANT IN THE FIRST 6" OF WA 7FR LEVEL. USE SEEDING RA TES PER LANDSCAPING STANDARDS FOR AREAS TO BE SEEDED. of � 1�'Air �,o 7,77 X" . ......... ............... ALI 00 m m r. > 0 Z_C6 -m z M> z 0 v�Z- Z 0)�%k > U) rn w m z Z m r rn .......... M, M, [ILI f .......... �7 7 k U, .;a'0 -A �4W 4W- r W 4W 00 v C/) 0 0 0 C Scale. i 20' Pev. pate PC5CHPGOI� By LLC C SAND FILTER FOR DRAINAGE BASIN 4 5 5 0 C 0 te Date. M, 2009 ngin cering-Land nning- Con5ultin L Z Drawn By. Jcp 26447 DIAMONDS KEEP F.0,50X 0,�8 Checked By. HM5J A5bcboro,NC27.2 0-f 0 1 t4 TRINITY TWSP. M- -NDOLPH COUNTY - NORTH CAROLINA fhone:33,�-_3,29­�02 Fax. .3 36-,329-C�22 job No.: Lmai1_mack0a5A,cboro.com Oda 8' DIP SAN SE o: 0.50%Lw _J r- < < -t 6" SCH 40 PVC C) 1 0 INV OUT 696.24 >> < ENGINEE R'S STATEMENT OF RUNOFF CONTROL tit LINE I both the runoff that, to the best of my knowledge and belief, this plan will contra d the I state ivitRGENCY-SPILL�AY.W TH < NA0 ,f-3d0,(36' LONG x 16-- DE) from a one inch rainfall from all built—upon areas over the total drainage area an M differen -e in runoff volume between pre and post development conditions over the total < " "I, < drainage ar ea for a 1 year/24 hour storm event. z� < EMERGENCY 70 SPILL AY 0,702.0 SIGN ATI IRE f X _b D,ATE 40 40 LF 6" SCH P.E. SEAL PVC 0 1.5% �J <> < _5-�IiDE BERM 5, WID� ERM .703.0 < TOP BERM 703.p_ SAND FLD---R RESPONSIBILITY NOTES Q) t Tk BERM" The property owner is responsible for maintaining the completed permanent sand V) AZI filter a:� directed by the governmental office having jurisdiction for watershed protect on < < <me < The permanent sand filter shall have full design volume available prior to any issuance of certficates of occupancy for the site and/or prior to any plat recordation for the site. X ...... .... nstruction meeting with the Town of Archdale %c This moy require the cleanout and disposal of sediment from the device. The contractor shall schedule a preco watersl­ed engineer when the p ermanent sand filter site has been cleared and the device �n field staked. has be,. lu 13ER The government office having jurisdiction for watershed protection and their assigns have 69r-,,97- -696-.84 E right a access to the permanent sand filter for inspections and maintenance enforcement, -0 10.5%- C.O. W i C.O. 26 LF M I Fin(I approval of installed runoff control structures will be required at finalization I on of the SEDIMENTATION c 4 0 0.5%�� CHAMBER grading permit or at Issuance of the final building certificate of occupancy (compliance),iance), whiche�er comes later. If neither a building permit nor a grading permit is required for a site, INV_697.0 --iN"96.87 ton (U d then any required runoff control structure shall be substantially completed prior to installation C.O. _1100 of any built—upon area on the site. Engineering certification of completion shall be require prior t(l final approval by the Enforcement Officer. lu77 SAND FILTER UNDERDRAIN ,U4E TYP 4- SCH 40 F VIC SLOTTED b.'50%- A* OPERATIONS AND MAINTENANCE MANUAL AIR 630 SID FT CLASS 'B' RIP-RAP WATERSHED PROTECTION SAND FILTER DEVICE -is!! DEEP FROM ND OF QHANNEL DIAMONDS KEEP SUBDIVISION W BOTTOW-OF-If-"IENTATION CHAMBER 70 OPERA ION OF SAND FILTER Sand f Iters satisfy the State's minimum requirements of 85% removal of Total Suspended Solids. The sand filter design is comprised of two basic components: the sediment chamber and the sand *or chamb :.,r. Both are important parts of the design, and neither can be omitted. The purpose of the ..................... 001 sediment chamber is to reduce the amount of sediment that reaches the sand chamber and to sheet flow. The purpose of the sand 00 help eiisure that stormwater reaches the sand chamber as .............. 00 chamb �r is to trap the finer sediment along with pollutants attached to the sediment, and to provide ~- -' a med a for microbial removal of bacteria. iJ to 100� OUTLET #518 Sand filters work by receiving the first flush of runoff and settling out the heavier sediment in the 10 INV OUT T 701.9`8 sediment chamber. Water then flows to the sand bed in sheet flow where pollutants are either 710 CHANNEL 3' WIDE, 2" DEEP trappe i or strained out. Sand filters are to be used only for drainage areas that have been LINED`W/-NAP S75 stabili;ed. Sediment from construction activity can quickly clog the sand filter, thereby reducing the -size of the filter. Drainage areas directed to each sand filter should be kept below 5 acres in size. Larger drainage areas area less likely to be entirely impervious, and it is more difficult to required 00 distrib,ite the flow of runoff across the sand bed. - - _ _ I_ .ti Sand ,filter drain pipes should always be operable so that the water can be drawn down in the event FILTER of sev,-re rain or for repairs or maintenance. PERMANENT SAND ACCESS, MAINTENANCE & C/ DRAINAGE EASEMENT MAINTLNANCE OF SAND FILTER The installation of a sand filter can required substantial routine and non—routine maintenance. i— ` �, �`e Debris and sediment can effectively plug a sand filter and prevent it from completing its intended function. Weekly policing of teh filter chambers adn the drainage area contributing to the basin must 20' PERMANENT be doiie to prevent premature clogging. Careful attention must be paid to eliminating or preventing ACCESS EASEMENT sources of sediment (i.e. unstable bare earth areas, sanding parking areas during winter, etc.) SEE SHEET 8 FOR ENTIRE Maintenance operations must be performed when storms of approximately one inch are not passing SAND FILTER EASEMENT throuch the filter within 24 hours. The filter material surface must be inspected regularly to ensure that 6e material has not become clogged with debris (or pollutants) and has not been compacted or becorre "crusted over" so as to prevent the free flow of water. Maintenance for sand filters consists V1 r -f of rerioving the first two or three inches of discolored sand and the replacing this with new sand. At the scme time that maintenance Is performed on the sand chamber, the sediment chamber should be LU pumpi�d and cleared. SAND FILTER FOR DRAINAGE BASIN 4 structures and pipes including the filter drain must be inspected regularly (at least once a Spillw( y s �he SCALE, 1 =10' year) to ensure there is no blockage or structural damage. Filter basin repairs and maintenance will require a professional engineer to prepare a plan or detail and csrtify the completion of the repairs. U_ TOP BERM 0 �J RIP RAP FILTER BERM NCDOT - CLASS EL 703.0 Ld 0 'S' RIP RAP 12' DEEP W/ 6- #57 STONE C4 ON THE UP STREAM FACE. TOP OF FILTER EMERGENCY BERM ELEV. - 701.0 LINE BASE OF RIP Z SPILLWAY SAND FILTER SPECIFICATIONS RAP W1 FILTER FABRIC, FILTER BERM TO E EL 702.0 BE KEYED IN 'I FT BELOW GRADE LEAN OUT rZ C ".7 —33. b < Sand used in the sand filter chamber must be either NCDOT Standard Sze 2S or ASTM C PVC --3.0' W TOP SAND AP-TOP RIP R -I T 5, L1 T LU -49 �i - _ F?_OW C EL 699.0 COMP action mu EL 701.0 701.0 must be 95% standard proctor for fill areas. 701.0 < W.L. K7 [W.VL tion chamber and sand filter chamber must be 3, 1. All sli)pe!s for sedimentation UNDISTURBED EARTH OR---"/ 2 r sand filter chamber should have screen covered with filter fabric on COMPACTED To 95% PROCTOR 6" SCH 40 PVC Drain pipes in bottom of Z exposed ends to prevent pipe from becoming clogged. V CLASS 9B' RIP RAP 14' DEEP W/ BOTTOM SEDIMENTATION (yon) ONE LAYER GEOTEX 117E WOVEN CHAMBER EL. 699.0 4- SCH 40 PVC (SLOTTED) MONOFILAMENT CEO-TEXTILE OR BOTTOM SAND FILTER INV. OUT 696.24 APPROVED EQUIVALENT 005 1 KEY TRENCH TO BE MINIMUM Z 0 CHAMBER EL 697.0 OF 1' BELOW EXISTING GRADE �< MAKERAKE NOTE: CA tn -ONE LAYER TEXTILE FABRIC, GEOTEX 117F-WOVEN MONOFILAMENT '0 (n GEO-TEXTILE OR APPROVED EQUIVALENT BETWEEN GRAVEL AND SAND 1. AN) DEBRIS MUST BE REMOVED FROM THE FACE OF THE RIP-RAP GRAVEL BERM 7k- C4 �- < 0 AND GRAVEL AND EARTHEN BOTTOM OF FILTER CHAMBER MONTI­--Y. REMOVE ANY DEBRIS FROM THE SURROUNDING AREAS THAT COULD ENTER NOTE: COMPACTION MUST BE EITHER CHAMBER OF THE SAND FILTER. ::;7 95% STANDARD PROCTOR FOR FILL Z, 3" GAVEL BED UNDERDRAIN AROUND PIPE #8 OR 89 STONE 2. GRI SS MUST BE MOWED REGULARLY TO MAINTAIN A GRASS HEIGHT BETWEEN 3"-6*. GRASS CLIPPINGS MUST BE BAGGED AND NOT BE ALLOWED To COLLECT ON THE SAND BEFORE YOU DIG I FILTER 3. AN" ERODED AREAS AROUND THE FILTER ARE To BE.REPAIRED IMMEDIATELY TO CALL 1-800-632-4949 N.C. ONE—CALL CENTER Z SAND FILTER FOR DRANAGE BASIN 4. PREVE4T ANY SILT FROM ENTERING THE FILTER. 15 2 IT'S THE LAW I SECTION DETAIL 4. AS PART OF MONTHLY MAINTENANCE, REMOVE ANY DEBRIS AROUND ANY CATCH BASIN OR PIIE 114LET TO PREVENT ENTRANCE INTO THE DRAINAGE NETWORK. REMOVE ANY DEBRIS Sheet No. NOT TO SCALE FROM PERMANENT EROSION MEASURES SUCH AS THE ROCK CHECK FILTER DAM AT THE PIPE I iLET. of 17 EIA IE SP 1 I - I __L�l,,,III I I 111,!#,P, -_ v 11� .." 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I , , '2" -­ _\"/ \, \ \\\ , I 7 'p\ 7 , "'i , )�? 4 'ji - ,\\ � , I \ i __J/ 1%11 /�, � \_ \ \ \ , , \ 1\ \ \ \ \ \ \\ \� 1\ \ \ � , � I \\ �A� \ \ ", \ \1 ) \\, \\ �\� \\\�\\ I L_ ___77=�� _,_ � ­ .---- �___ _ .. - --------- __ __ - _____ ______ __ - -___ 111­1 I . - I 1­ ­ 1-1 � - I-_ ____ ­ -­_-- � ­­­ ­­-- -- ­-,�_";-- __ - - - - ___ -"- ,- _ ._ � --__ ___7 , I 1�� c2b < 4 7_5 (0 0 C-4 0 ENGINEER'S STATEMENT OF RUNOFF CONTROL INV OUT 695.93 I state that, to the best of my knowledge and belief, this plan will control both the runoff !4N, SWR FORCE MAIN from a one inch rainfall from all built-upon areas over the total drainage area and the SAN SWR M14­88 difference in runoff volume between pre and post development conditions over the total drainage area for a 1 year/24 hour storm event. 01.50% _4M0XL TOP-763.00 58 LF 6" SCH 40 PVC IN 694.29, IN, INV OUT 694��09 8- DIP SAN SWF­0 0'-50% SIGNATURE 4K 8" DIP SAN-W 0 0.50 DATE P.E. SEAL 4� LINE ERGENCY SPILLWAY WITH NAG-P-,-1Oq 26' LONG x'lr' WIDE �J SAND FILTER RESPONSIBILITY NOTES Z_ CJ The property owner is responsible for maintaining the completed permanent sand filter as directed by the governmental office having jurisdiction for watershed protection. The permanent sand filter shall have full design volume available prior to any issuance N ­Q of certificates of occupancy for the site and/or prior to any plot recordation for the site. This may require the cleanout and disposal of sediment from the device. -BERM T 4­CUSS "B" RIP-RAP C) _5_ The contractor shall schedule a preconstruction meeting with the Town of Archdale TOP BERM 703.00 280 60 5' WIDE BERM --TOP--BERM-70-3.31 710 DEEP EROV rND OF CHANNEL IQ watershed engineer when the permanent sand filter site has been cleared and the device -70 has been field staked. ---Q BOTTOM OF SEDIMENTATION CHAMBER 3:1 The government office having jurisdiction for watershed protection and their assigns have right of access to the permanent sand filter for inspections and maintenance enforcement. W\ _N Final approval of installed runoff control structures will be required at finalization of the I — — — I' Ji-, [I grading permit or at issuance of the final building certificate of occupancy (compliance), 70 VIA whichever comes later. If neither a building permit nor a grading permit is required for a site, Q I J , then any required runoff control structure shall be substantially completed prior to installation of any built-upon area on the site. Engineering certification of completion shall be required lu INV 696.80 99 _1� 35 LF 4" 0 O'.50X INV 696.98 prior to final approval by the Enforcement Officer. INV 696.98 35 LF 4* 0 0.50X Z I� C.O. C.O. C.O. _J N SEDIMENTATION t�;6 LF 4" 0.50% IZ CHAMBER CHAMBER SEDIMENTATION 710 INV�697.0�0 � 4-_p-GZGX-- --"N"g .133 36 LF 4" 0 0.50% INV 697.0 a. C.O. C.O. C.01 Q% 69 OPERATIONS AND MAINTENANCE MANUAL V, X- _-A 1i 4D FILTER UNDERDRkN LINE (TYP) DIAMONDS KEEP SUBDIVISION WATERSHED PROTECTION SAND FILTER DEVICE E70-0 4* SCH 40 PVC (SLO ffl))10 0.50X cc J OPERATION OF SAND FILTER X 130 SQ FT OF CLASS "B" RIP-RAP -J, 15" DEEP FROM OUTLET *8 C TO BOTTOM OF SEDIMENTATION CHAMBER--) 0 SQ'FT OF CLASS -B-'RIP-RAP Sand filters satisfy the State's minimum requirements of 85% removal of Total Suspended Solids. 'TO Uf�'L The sand filter design Is comprised of two basic components: the sediment chamber and the sand 15" DEEP FROM END OF CHANNEL MENTATION CHAMBER BOTTOM OF chamber. Both are important parts of the design, and neither can be omitted. The purpose of the N 705 sediment chamber is to reduce the amount of sediment that reaches the sand chamber and to \J OUTLET 48C help ensure that stormwater reaches the sand chamber as sheet flow. The purpose of the sand INV OUT 70 chamber is to trap the finer sediment along with pollutants attached to the sediment, and to provide 3:1707 a media for microbial removal of bacteria. Sand filters work by receiving the first flush of runoff and settling out the heavier sediment in the 8 E R M sediment chamber. Water then flows to the sand bed in sheet flow where pollutants are either trapped or strained out. Sand filters are to be used only for drainage areas that have been stabilized. Sediment from construction activity can quickly clog the sand filter, thereby reducing the R 710 required size of the filter. Drainage areas directed to each sand filter should be kept below 5 acres 10 ........... in size. Larger drainage areas area less likely to be entirely impervious, and it is more difficult to distribute the flow of runoff across the sand bed. ISVIALE CHANNEL/SWI�Lr AM M �w Sand filter drain pipes should always be operable so that the water can be drawn down in the event 4t4EL LINE W/ NAG__S75 NAG S7 5 of severe rain or for repairs or maintenance. 12 tF 18" HDP 0 1.00% MAINTENANCE OF SAND FILTER 715 The Installation of a sand filter can required substantial routine and non-routine maintenance. GRATE INLET 48B Debris and sediment can effectively plug a sand filter and prevent it from completing its intended GRATE 705.66 function. Weekly policing of teh filter chambers adn the drainage area contributing to the basin must ANV 702.66 ION be done to prevent premature clogging. Careful attention must be paid to eliminating or preventing i �' // sources of sediment (i.e. unstable bare earth areas, sanding parking areas during winter, etc.) GRATE INLETX48B 54 LF 18" HDK, 120 LF 18" HDFIi i E °� 0 1 X GRATE 707± Maintenance operations must be performed when storms of approximately one inch are not passing INV 702,12 through the filter within 24 hours. The filter material surface must be inspected regularly to ensure Ln 5.10% '00 Ix that the material has not become clogged with debris (or pollutants) and has not been compacted or become "crusted over" so as to prevent the free flow of water. Maintenance for sand filters consists 20' PE ANENT Z PERMANENT SAND FILTER of removing the first two or three inches of discolored sand and the replacing this with new sand. At SEE SHEET 10 FOR ENTIRE ACCESS SEMENT CX... 0 SAND FILTER EASEMENT _Z/ ACCESS, MAINTENANCE'& the some time that maintenance is performed on the sand chamber, the sediment chamber should be DRAINAGE EASEMENTi l 9 iS W W Z pumped and cleared. I LLJ Spillway structures and pipes including the filter drain must be inspected regularly (at least once a year) to ensure there is no blockage or structural damage. Q Filter basin repairs and maintenance will require a professional engineer to prepare a plan or detail 0 SAND F LTER FOR D R Al IN' AGE E-3 /-"\Sl N 5 and certify the completion of the repairs. tj SCALE: 1 "=10' UJ TOP BERM RIP RAP FILTER BERM NCDOT - CLASS EL 703.0 SAND FILTER SPECIFICATIONS 'B' RIP RAP 12- DEEP W/ 6- #57 STONE ON THE UP STREAM FACE. TOP OF FILTER ZE BERM ELEV. = 701.0 LINE BASE OF RIP a EMERGENCY Sand used in the sand filter chamber must be either NCDOT Standard Size 2S or ASTM C-31 Z'CY SPILLWAY RAP W/ FILTER FABRIC, FILTER BERM TO W 0� Ce /-EL 702.0 BE KEYED IN IFT BELOW GRADE 13 Lei Compaction must be 95% standard proctor for fill areas. PVC CLEAN OUT 0 FLOW TOP SAND All slopes for sedimentation chamber and sand filter chamber must be 3: 1. ow 04 TOP RIP RAP 41 i- EL 699.0 T, WL 701.0 EL 701.0 W.L. 701.0 T7 1L Drain pipes in bottom of sand filter chamber should have screen covered with filter fabric on exposed ends to prevent pipe from becoming clogged. o UNDISTURBED EART14 OR T. COMPACTED TO 95% PROCTOR 6" SCH 40 PVC M04F_'Ili I _T CLASS 'B' RIP RAP 14- DEEP W ONE LAYER GEOTEX 117F WOVEN BOTTOM SEDIMENTATION CHAMBER EL. 699.0 C14 SCH 40 PVC (SLOTTED MONOFILAMENT GEO-TEXTILE OR W 4 INV. OUT 695.93 MAINTENANCE NOTE: APPROVED EQUIVALENT r4 0 BOTTOM SAND FILTER KEY TRENCH TO BE MINIMUM Z cf) CHAMBER EL. 697.0 OF 1' BELOW EXISTING GRADE < 1. ANY DEBRIS MUST BE REMOVED FROM THE FACE OF THE RIP-RAP GRAVEL BERM CA MONTHLY. REMOVE ANY DEBRIS FROM THE SURROUNDING AREAS THAT COULD ENTER En ONE LAYER TEXTILE FABRIC, GEOTEX 117F-WOVEN MONOFILAMENT EITHER CHAMBER OF THE SAND FILTER. C4 !5 < GEO-TEXTILE OR APPROVED EQUIVALENT BETWEEN GRAVEL AND SAND C:i X AND GRAVEL AND EARTHEN BOTTOM OF FILTER CHAMBER NOTE: COMPACTION MUST BE 00 2. GRASS MUST BE MOWED REGULARLY TO MAINTAIN A GRASS HEIGHT BETWEEN BEFORE YOU DIG I 95X STANDARD PROCTOR FOR FILL Z COLLECT ON THE SAND 1-0 3" GRAVEL BED UNDERDRAIN AROUND GRASS CLIPPINGS MUST BE BAGGED AND NOT BE ALLOWED TO PIPE, #8 OR 89 STONE FILTER. CALL 1 -800-632-4949 N.C. ONE-CALL CENTER -b Z 3. ANY ERODED AREAS AROUND THE FILTER ARE TO BE REPAIRED IMMEDIATELY TO PREVENT ANY SILT FROM ENTERING THE FILTER. IT'S THE LAW 1 SAND FILTE � FOR DRAIINA C E B" A S I IN' 5 4. AS PART OF MONTHLY MAINTENANCE, REMOVE ANY DEBRIS AROUND ANY CATCH BASIN Sheet No.I OR PIPE INLET TO PREVENT ENTRANCE INTO THE DRAINAGE NETWORK. REMOVE ANY DEBRIS `ISECTION DETAIL FROM PERMANENT EROSION MEASURES SUCH AS THE ROCK CHECK FILTER DAM AT THE NOT TO SCALE PIPE INLET. 11 of 7- -)TL *Ir* ............ 40' 41P \A #SRI 4*# 41p# 41P 401# �j 11K *Z UZI 44* l lit -&-.-39 A ES If A, SEE SHEETS 13 & 14 FOR W V DETEWTIQ!�_POND DETAILS IN vil Wal" F\,A N RIM, N 02. '0 -w- J Y OF,�/A f�u H X c "R AM o ji Ljj LJLJ jj Ak ,30 T toe-) :D Lj—) CL- C) L-_7 oy Z, 104 CL A 8`7 12 Ljj Ln 'OF ,7:7 47 ui 1'2C) ly :X OeA iL Z "A T C) C) Zx� v v 4-1 V J A -r 104-- u tu I- J- -r3 -1 < Q 51 Sheet No. 4 31 112 12 X'/ ' f /"Jill 4k# 4*#, 7- ICT-1`77 of _:z NNT\ Dam and Embonknent Construction: GENERAL NOTES/MAINTENANCE REQUIREMENTS CC' 1. General - Th( pond and dam area shall be cleared, - � grubbed and stripped of all vegetative material and 1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY a e \ i VEGETAION AND ROOT MAT. ,�, `-� -- --- •- � �' topsoil prior :o dam construction. The disposal of = trees, slum p 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER �< p: construction debris, vegetative material etc. shall no{ be permitted In the dam or pool area of WOOD/VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE the pond. %yen blasting is used to remove rock from MATERIAL, THE EMBANKMENT SHALL BE COMPACTED IN NOT GREATER THAN 9„ LIFTS BY TRAVERSING WITH the pool are(, the blasted area shall be over-excavated EQUIPMENT. to a depth c F at: least two feet (2') below finish grade 3 SED IMENT SHALL BE REMOVED AND TRAP RESTORED TO IT ORIGINAL ---� - -- `� and brought )aclk to finish grade with clean relatively DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN impervious s(it material compacted in place. DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD. 4. REMOVED SEDIMENT SHALL BE PLACED IN A DESIGNATED DISPOSAL AREA AND 2. Earth Fill Dan s PROTECTED AGAINST EROSION, ~-�} 5. THE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN -� a) Soil mat vials used for earth fill which are highly 6. STONES SHALL BE MACHINE PLACED AND SHOULD BE HARD, ANGULAR AND permeab a or which exhibit significant shrinkage WEATHER RESISTANT. 4jj 1 � \ - •--.. \ _� swell, or dispersion shall not be used in the 7. EMERGENCY SPILLWAY SHALL E3E DIRECTED TO NATURAL, STABLE AREAS. i embankment unless specific detailed design 8. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. o 1 ` _ computa:ions (foundation analysis, slope stability, 9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON � flly- ow net analysis, etc.) are submitted as part of COMPLETION OF CONSTRUCTION OF THE BASIN, � \ _ ✓ \ the plan approval. 10. TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH 1: '� � 4,�`" , _,._ \ �- --. \, � f \ ,.;• � REPAIRS MADE AS NECESSARY. @� b) A cutoff trench (core trench) shall be provided - withn inir width f r f 4 The a num dt o four eel �) /� • ' ` \ ` ' centerlin m of the cutoff trench shall notbe I N E located iownstream of the inside top of slope of SPILLWAY PIPE SPECIFICATIONS fl the dam The cutoff trench shall be carefully __ back-fill �d with highly impermeable material and m A. CORRUGATED ALUMINUM ALLOY PIPE (C.A,A.P.) 1 compact, 'to at least ninety-five percent (95q) M ` - f of stand and proctor density. / � 1. THE PIPE SHALL MEET THE APPLICABLE REQUIREMENTS OF CURRENT A.A.S.H.T,O. SPECIFICATIONS M®196, \ P' � c} The mini num top width of the dam shall be ten � c u d \ ` �-----� feet (10') and slopes shall not be steeper than LATEST EDITION. ; ,. \ _ -,f 3:1 (thr+ a horizontal to one vertical) on the dam \ \ - or emba ikments around the pond. FABRICATED WITH TWO ANNULAR a\ k `a a • / // 2. THE PIPE SHALL BE CORRUGATED REROLLED ENDS OR BE FURNISHED WITH 0 I l d / ) All distur bed ground areas and embankments FLANGED ENDS TO BE CONNECTED USING STAINLESS t ! \ p C ..�• � � `�, � \ .. \, � / � L ���;: / P •�\ '� �_ �• , - II surround ng the pond shall be mechanically STEEL HARDWARE AND CLOSED CELL NEOPRENE GASKETS. stabilize( or have permanent ground cover WHERE REROLLED ENDS ARE USED, A HUGGER TYPE BAND y L. ® / establish�d in accordance with Guilford County " ,/ WITH O RING GASKETS WILL BE REQUIRED. guideline-, prior to final approval. lu , �. .,,\ - _ AY *, _.. ` 3. THE PIPE SHALL BE FORMED FROM SHEET CONFORMING TO g- \ � \ '` _ ' '` /, / // / EVLE GEN Y S fLLW _ ,`� I STATE TO THE BEST OF MY KNOWLEDGE BASED UPON INSPECTIONS THE REQUIREMENTS OF A.A.S.H.T.0, SPECIFICATION M-197, \ PERFORMED BY MYSELF OR PERSONNEL UNDER MY DIRECTION THAT THE�. . �` O � THE CORE ALLOY SHALL BE 3004-1�34, CLAD ON BOTH PERMANENT RUP OFF CONTROL STRUCTURE, SIDES WITH ALLOY 7072. / / / 30 _a .p -'o/ � \` ' __., � ', �' ,• BEST MANAGEMENT PRACTICE (S) FOR / 'K•NIH/fR�S (NAME OF PLAT) �, ~ ,f WILL CONTROL 6 ND TREAT THE RUNOFF FROM THE PROJECT SITE �`, \ \ Y �/ / "' '� ° •l �._r BETWEEN THE P?E- AND POST DEVELOPMENT FOR, AT A MINIMUM, THE \ q \ \ \ `� �► / // o \, \ y, 1 YEAR, 24 HOl IR ,NORM, IS DULY RECORDED IN THE OFFICE OF THE \ \ 1 \\ f RANDOLPH COUI TY REGISTER OF DEEDS, AND HAS BEEN COMPLETED IN CONFORMANCE 'IITH THE APPROVED PLANS AND SPECIFICATIONS DATE (APPF OVED DATE)N. 4 JJ \ SIGNATURE:__ (SEAL) DATE E: I / } 0 PROPOSED 48" DIA. 10 GAUGE 3" x 1" CORRUGATED ALUMINUM ' TRASH RACK, SEE THIS SHEET FOR DETAILS PERMANENT POND ACCESS, MAINTENANCE do DRAINAGE ! \ \ EASEMENT f - - e TOP OF RISER. 728.25 N ,� /TEMPORARY WATER `� ,` � ` � � � �\ � ,,� \ \ / \ \ � � � , > � I � �• �. _.� �__ .._ -- - ._.. _ QUALITY ZO7�ZELEV. � o-4 ••\`^ ® ,��'�4� �>y�y � y. \\ 1 \ ! /��t �/�J ! -� � Wf df�L C9.�0� � H A s 3.25 WATER QUALITY 26.50 NOTCH TRASH RACK v� � � •.d . ® ., ',, ®m � `\ \ \` \ \ \ \ / 1,r s ; . � � r � .; RELEASE ORIFICE � AROUND BARREL 6 DRAIN ELEV. 726.50 PERMANENT POOL [�o' , 1 _ , � --- - __ � sHEARGATE 3° DEEP GREENWAY ACCESS EASEM T T B US 1 s 4 - _ LIFT ROD FOR PERMANENT POND ACC SS PSE ENT / l \ 24 C.A.A.P. BARREL .� �® 4.12`0 /36" C.A.A.P. & FRAME RISER ELEV. 723.50 \ • x , \ - \ ` , \ v tea_ ce_ <V \ ``\ POURED \ INVERT SEDIMENT l \ / (, ®� °m • \ \ `�,` \ \ \` \\ \ / _ _ o e \ a 4 \ INV. 723.50 STORAGE FILL W 3000 PSI CONCRETE sli ELEV. 721,00 LU ET DETENTION POND FOR DRAINAGE BASINS 8 12 150 PCF SCALE: 1 =20' 3000 PSI CONCRETE 150 PCF TOP OF DAM CONCRETE RISER 732.00 5-0" SQUARE FOOTING TO BE ON 3 UNDISTURBED SOIL c� � RISER PIPE DETAIL 730,00 NOT TO SCALE LU a - - _ 24" x 1/4" THICK ALUMINUM 10& ANTI-VORTEX PLATES EACH WAY WELD INTERSECTIONS 5/8" DIA ALUMINUM RODS 0 12" O.C. I W1 D E 5/8" DIA. ALUMINUM RODS 0 12" O.C. EACH WAY, TYPICAL � EACH WAY, TYPICAL WELD ALL INTERSECTIONS 10' - 1 O' MIN. WELD ALL INTERSECTIONS �\� �`�°°� PROPOSED 48' DIA. 10 GAUGE F M E _` I �I ° V P � L LWAY 3" x 1" CORRUGATED TED ALUMINUM LLA TRASH RACK 3 i TOP OF DAM 732.00 6" TRASH RACK SKIRT I O EMERGENCY 5PILLWAY 730.00 3 TOP OF R15ER 703.30 0 NORMAL FOOL 72G.50 3,25" ORIFICE 72G.50 3 ! :;O" ANTI SEEP COLLAR5 e� I ®� - 65 LF, 24" C.A.AY @ 4. 1 2%a- 24" x 1/4" THICK ALUMIMtbM � � � � 5EI IMFNT 5TORAGE 723•50 - PROPOSED 36" DIA. - IN\f, 723,�C1 INV. 720.00 WELD ANTI-VORTEX � C.A.A.P. RISER BOT e OM OF PONCE 72 1 .0C) v CO a s ds••'Q° .erg t i .q. O 4J �: 36" C.A.A.P. RISER .,�_ _s.---• ci � 3 '� Z ;o CUT OFF TRENCH 200 1, 4 MIN• ELEVATION PLAN ,Sheet No. FOND PROFILE TRASH RACK DETAILS NOT TO SCALE NOT TO SCALE of 17 1 y y y y �, y IV Qv IV y y -V y y y y f y� gf _ Qv -� y IV r — / y • ye — _ - - _ J y " _ E y Oj rho - . 15 4 y <t n a I IV ' �_ o _ t 1 lu •� / . C - 3 , a 4 = y y y - yCI- �$ y 1 i. wy y y - y - y IV v y �n -V IV — pE — -- WET DETENTION POND FOR DRAINAGE BASINS 8 1 LANDSCAPING AND MAINTENANCE PLAN rN SCALE: 1 "=1 a' Uj WET DETENT,`)N POND— 12 LANDSCAPINGSEDUL E W - - -- P )ND MAINTENANCE REQUIREMENTS: SIZE 1. 4NSPECT MON7HLY OR AFTER EMERY RUNOFF—PRODUCING RAINFALL EVENT, WHICHEVER COMES :1IRST W ��.� � iVAI �� BOTANICAL NAME QUA/VT/ Y �— CLASS/FICA TiDN � �. REMOVE DEBRIS FROM THE TRASH RACK. 7 CHECK ANO CLEAR 7HE ORIFICE OF ANY OB57RUCTONS IF A PUMP IS USED AS THE DRAWD0WN MECHANISM, CHECK FOR PUMP OPERA 77ON. " " CHECK 7NE POND SIDE SLOPES, REMOVE 7RASH, REPAIR ERODED AREA BEFORE 7HE NEXT RAINFALL ro g RE"NT GRA�:� AGROSTIS PERENNANS H 10.Z OF SEED MIXTURE EVENT. - Z ). #— 7HE POND IS OPERA 7F0 WI TH A VEGETA 7FD RL 7ER, CHECK 7HE FIL 7FR FOR SEDIMENT ;SWANK SUNFOLWER HELIAN77-IUS ANGUS77FOLIUS 7/11 109 OF SEED MIXTURE ACCUMULA770N, EROSION AND PROPER OPERA77ON OF THE FLOW SPREADER MECHANISM REPAIR AS NECESSARY. 2. QUARTERLY C) 8u r7FRFI—Y wEED ASCLEPIAS TUBEROSA W 11 109 OF SEED MIXTURE 4. INSPECT THE COLLEC77ON SYSTEEM (I.E., CA TCH BASINS, PIPING, GRASSED SWALES) FOR PROPER � FUNC770NING. CLEAR ACCUMULA TED TRASH FROM BASIN GRA 7FS AND BASIN 80TTOMS AND CHECK d _ PIPING FOR OBSTRUCTIONS. PUP,P1 E- 710P TRIDENS FLA WS _ 7/11 339 OF SEED MIXTURE 7. CHECK POND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR BROKEN PIPES RESEED GRASSED SWALES, INCLUDING THE VEGETA TED FIL 7FR IF APPLICABLE, TWICE A YEAR AS ® (� NECESSARY. REPAIR ERODED AREA /MMED/A TEL Y. 'N" J. EVERY 6 MONTHS B/ ` BLUE STEM ANDROPOGON GERARDII 20X OF SEED MIX �. C.. 4. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF 7HE OUTLET S7RUC7ZIRE: 7 CHECK 7HE POND DEPTH AT VARIOUS POINIS IN THE POND. IF DEPTH IS REDUCED TO 75X Of A'ED TAP AGROSTIS ALGA .H» 179 OF SEED MIXTURE ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST ORIGINAL DESIGN OEP77-1. _ 4. GEAER4L LU „ 39 PLANTS SPA CE-D24" FROM (AND AL TERNA TED BETWEEN) THREE SQUARE PULRlui AND 4. MOW THE SIDE SLOPES, NOT INCLUDING NORMALLY SUBMERGED VE6EM 7ED SHELF ACCORDING TO DUCK POTATO SAGITTAR/A LA77FOLIA H SOFT STEM BULPUS. PLANT IN THE FIRST 6" OF WATER LEVEL, 7HE SEASON. MAX/MUM GRASS HEIGHT WILL BE 6" F. CATTAILS AND OTHER INDIGENOUS WETLAND PLAN75; ARE ENCOURAGED ALONG THE POND 39 PLANTS SPACED 24- FROM (AND AL TERNA 7FD BETWEEN) DUCK PO TA TO AND PERIMETER, HOWEVER, THEY MUST BE REMOVED WHEN THEY COVER THE EN77RE SURFACE AREA OF THRE�� SOURRE BULRUSH SCIRPUS AMERICANUS H SOFT STEM BULRUSH. PLANT IN THE FIRST 6" OF WATER LEVEL. IRE POND. 77-IE ORIFICE IS DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS IF DRAW DOAN IS NOT „ 39 PLANTS SPA CE-D 24" FROM (AND ALTERNATED BETWEEN) THREE SQUARE BULRUSH AND ACCOMPLISHED /N THAT TIME, THE SYS7FM MAY BE CLOGGED. THE SOURCE OF 7HE FLOGGING SOFT STEM BULRUSH SCIRPUS VALIDUS H DUCK PO TA TO. PLANT l.N THE FIRST 6 OF WA TER LEN�L, MUST BE FOUND AND ELIMINATED. ). ALL COMPONENTS OF THE DE7FNT70N POND SYSTEM MUST BE KEPT IN GOOD WORKING ORDER. U-SE SEEDING RATES PER LANDSCAPING STANDARDS FOR AREAS TO BE SEEDED. + 0 v C) 9i1 pecifications s s Soils used within planting area must adhere to the following requirements: The soil mix must be uniform and free of stones, stumps, roots, or other similar- material greater than 2 inches. �' m - A minimum organic content of 10% by dry weight for areas planted with woody v o species and 5%for turf areas. The pH, should e between 5.5 and 7.0. If the pH falls outside of this range, it Sheet No. may he modified with lime to increase the pH or iron sulfate and sulfur to lower the pH, The lime or iron sulfate must be mixed uniformly into the soil prior to 14 use, of �� . ___ __ I I -----.r-.-. � ,.. 'A-� . --- _� .1 - - I... - :._. *. - - - . � I - - �_"V� _�- ­____ ____ _______� 1 -7- ., , 1\ I � '/,' __� " 11 ,. 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I � I I ( /` __ I- ,_ - --- " __­;zztz�: I \ --- �, . I I . � � I - , _", __ _ ­1 - �,_­j __ __ i f r I I � ( I I I � \ ____ , ._� ,­�___ . '_ I , I / ) I� � \ \ � � � Ii� , I Sheet No. * - , � . __ - - , " ".� - � � N \ I I . � \ / __ -, , _­ - " t _ \ \ \ \ I I � . � � � ,% � _j .- I/ .'I --- -­ - - - 1 � I I I .� I - � -, - __ __-�� __ --- - -1 ` �_-__7 --:_ ,-' -------,' �1� \ - I -- � 1 0 _\ I / /I w-, __ �, - ,',j \ I ---.\ I IL. I \ I 1\ / I , �C.1__'. ___ ____ - I - _;7-- _,., \ I-., �� \'_1 I( --.,. \ \ I I I I I I I - ­_ - ___1 i-:��_­� -, I .,-- � I `\ ,� -, r--\ It I � \ \ �� �, �, V , __ � ,,, .�, -----�,Z�- _\�-=_ - , \ I I . i � - _', , I I " . I � _��� I / I/ / -- ­- _­ - I I I ?I -- ! :I - I \, I� ,\ ( � I I � I ;tt " i I ,, "�, I" - � __ , *- -­ _", "/ ___ v V, \ ___y___w � I �� i L,j j ILLL - I � _­�� / / - � 1 , I f � V, --A \ \ I \1 �, / __ / I I t i -I - f f . \ \ I I n'i , I - , I L I I ' . I__ / I t ,__ \ i _�, -. � . , I 11 '.I I 'A �, ,,��/ / , , \ I/J I , - � , - , _ __ _�� , --- f - ­1 - ­-L\ "L \\ (Z.- , I I � I \ ( / / I ._1 � 1\, �� - -� I I �--, 17 / / I i � � - -I- of �- , \ , , 111. / \--V-I-_r i " I L � �' � - � _� - / / 1 1 1 / A _-7----- I I I " I - - ­1-- -<__ ---M -0� I � I ! / "-. f, -----:s,--\ - - 1 1 - ,.-, I � , I�_=:__ I _� - \ ..-- - _\_�_ j L - i j I 0 I ,� \ ) , I I ! I I I I � �"L .:�;_ I - .1 �_____- I ­ .11.....I—,­­­1-.-- - - -, - 11 - - __ ______ __ - - __ _____ _ ___ - .- __ --- .. - ___ ______ - - -------- " _ ,_ � ___., __ __ - __ -, -,-,. ­ - - __ _w_ - - �_,._7� . ----I- ­, 1 ­­­_­�__­. . - __ I,111- �­­­_­......­ . , ,_,!�, _�_ __1.7�_ . ___' . _;­ -1-- __. - I——-11-I" .. ­­1 ­1­­­­­ ., . - _ ____ �. ...... 7, - - - / Dam and Embankilent Construction: GENERAL NOTES/MAINTENANCE{ E �REMENTS 1. General - The pond and dam area shall be cleared, grubbed and stripped of all vegetative material and 1. AREA UNDER EMBANKMENT TO BE CLEANED, GRUBBED AND STRIPPED OF ANY topsoil prior o clam construction. The disposal of VEGETAION AND ROOT MAT. 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER / trees, stump;, construction debris, vegetative material, q ✓ / J / s / ✓ ✓✓ r I etc. shall not be permitted in the dam or pool area of / WOOD VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS., ORGANIC the pond. Wien blasting is used to remove rock from MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE,. -. ,° / r �, ,,• / � � s _- _ �, � ,_'', �" ,.,: COMPACTED IN NOT GREATER THAN 9" LIFTS BY TRAVERSING WITH f the pool arec, the blasted area shall be over-excavated EQUIPMENT. to a depth at least two feet 2' below finish grade3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT ORIGINAL and brought >ack to finish grade with clean relatively DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN impervious sc it material compacted in place. DEPTH OF THE TRAP. THIS DEPTH SHALL BE MARKED IN THE FIELD. ( a 4. REMOVED SEDIMENT SHALL BE PLACED IN A DESIGNATED DISPOSAL AREA AND _ - "� � ,• '. � -~ .�°,,._ -_ __ _ _. , ^ 1 1 �I I w 2. Earth Fill Darr s PROTECTED AGAINST EROSION. 5. THE WEIR MUST BE CONSTRUCTED LEVEL AND TO GRADE TO ASSURE DESIGN a) Soil mat(rials used for earth fill which are highly 6. STONES SHALL BE MACHINE PLACED AND SHOULD BE HARD„ ANGULAR AND ✓ permeable or which exhibit significant shrinkage WEATHER RESISTANT. `s swell, or dispersion shall not be used in the 7. EMERGENCY SPILLWAY SHALL BE DIRECTED TO NATURAL, STABLE AREAS / " �tl/ embankn ent unless specific detailed design 8. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. computa .ions (foundation analysis, slope stability, 9. ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY UPON ,�a flow net analysis, etc.) are submitted as part of COMPLETION OF CONSTRUCTION OF THE BASIN. y the plan approval. 10. TRAP SHALL BE INSPECTED REGULARLY AND AFTER EACH RAINFALL WITH / ; �' r / } REPAIRS MADE AS NECESSARY, 1 N - r / i 7 6 �G 0 P , „ -•' 1 , b) A cutoff trench (core trench) shall be provided �r '77 'I , . ' with a n inimum width of four feet (4'). The I / f centerlin ! of the cutoff trench shall not be � _• -j -' ° �g / // ,� located lownstream of the inside top of slope of SPILLWAY PIPE SPECIFICATIONS � 0 �j� the dam the cutoff trench shall be carefully o / / / 1 '. / f_ . '` back-fill sd with highly impermeable material and �4 -� A. CORRUGATED ALUMINUM ALLOY PIPE (C.A.A.P.) `� x ' % compact�d to at least ninety-five percent (95%) - - t� of standard proctor density. a m �� / �__ '' i I / / / r / f `� �✓ f { 1. THE PIPE SHALL MEET THE APPLICABLE REQUIREMENTS OF CURRENT A.A.S.H.T.O.. SPECIFICATIONS M-19C, a c) The minii num top width of the dam shall be ten ® ro ✓m 1 0 1 and slopes shall not be steeper than LATEST EDITION. E i / v / O 1 r 3 1t thrr(a horizontal to one vertical on the dam -c -' ( ) 2. THE PIPE SHALL BE FABRICATED WITH TWO ANNULAR " or emba�kments around the pond. � b � CORRUGATED REROLLED ENDS OR BE FURNISHED WITH EZr^. /# / d) All distui bed ground areas and embankments FLANGED ENDS TO BE CONNECTED 'USING STAINLESS u ` v _ - + q / / / / 'j / o s I � / surround ng the pond shall be mechanically STEEL HARDWARE AND CLOSED CELL NEOPRENE GASKETS. C stabilize( or have permanent ground cover WHERE REROLLED ENDSARE USED, A HUGGER TYPE BAND established in accordance with Guilford County WITH "0" RI REQUIRED. NG GASKETS WILL BE guideline 3 prior to final approval. T 3. THE PIPE SHALL BE FORMED FROM SHEET CONFORMING TO tK I STATE TO THE BEST OF MY KNOWLEDGE BASED UPON INSPECTIONS THE REQUIREMENTS OF A.A,S.H.T.O, SPECIFICATION M-197. I Ei PERFORMED BY AYSELF OR PERSONNEL UNDER MY DIRECTION THAT THE THE CORE ALLOY SHALL BE 3004-H34, CLAD ON BOTH 15 O F 1 r ? �f,� X// PERMANENT RUB OFF CONTROL STRUCTURE, SIDES WITH ALLOY 7072. / BEST MANAGEMI N PRACTICE (S) O (NAME OF PLAT) WILL CONTROL i ND TREAT THE RUNOFF FROM THE PROJECT SITE BETWEEN THE P E D- AN POST DEVELOPMENT FOR AT A MINIMUM THE 1 YEAR, 24-HO IR STORM, IS DULY RECORDED IN THE OFFICE OF THE RANDOLPH COUIITY REGISTER OF DEEDS, AND HAS BEEN COMPLETED IN /�u - 7 �! CONFORMANCE 'ATH THE APPROVED PLANS AND SPECIFICATIONS DATE _ s p �/f .i / l 1 ! , 1!f,� ;�s (APPF OVED DATE) 4 q. o SIGNATURE:_ (SEAL) DATE: ✓ �� e / / INV. 9 . PROPOSED 48" DIA. 10 GAUGE 3 x 1 CORRUGATED ALUMINUM TRASH RACK, SEE THIS SHEET v FOR DETAILS Q WI l TOP OF RISER• 703.3 , u TEMPORARY WATER QUALITY ZONE ft� �f( 0 1/2" U-BOLT `�.,s � �,� �, .,, � � `_�`�-� \,y •�' � \ � _ _ - . � � 1. � f ,r�° f� 2.25" WATER QUALITY ELEV, 7®1.5t� � NOTCH TRASH RACK 1 RELEASE ORIFICE 6" DRAIN 6 tit AROUND BARREL ELEV. 701.50 I fr PERMANENT POOL �- -� = SHEAR GATE 3° DEEP C4 i <' J1, " / LIFT ROD _ a I p 1 18 C.A.A.P. BARREL L24" C.A.A.P. $c FRAME ® 0 8 ° RISER POURED 7 ELEV. 698.50 INVERT SEDIMENT B i\ I TORAGE . 698.50 INV. FILL W/ 3000 � PSI CONCRETE ELEV. 595,00 Lij I 1 f 150 PCF cC 3000 PSI CONCRETE WET DETENTION POND FOR DRAINAGE BASIN 13. 150 PCF SCALE: =20 CONCRETE RISER TOP 0 F DAM 4'-0" SQUARE FOOTING TO BE ON 706.00 UNDISTURBED SOIL a �-+ RISER PIPE DETAIL NOT TO SCALE � Uj 10 24" x 1/4" THICK ALUMINUM � WIDE � ' ANTI-VORTEX PLATES EACH WAY WELD INTERSECTIONS 5/8°° DIA. ALUMINUM RODS 0 12" O.C. 5/8" DIA. ALUMINUM RODS 0 12" O.C. EACH WAY, TYPICAL EACH WAY, TYPICAL WELD ALL INTERSECTIONS WELD ALL INTERSECTIONS I 10, 10' MIN. EMERGENCY SPILLWAY PROPOSED 48" DIA. oC GAUGE Lei 3" x 1" CORRUGATED ALUMINUM LAJ TRASH RACK SKIRT NTS 6" Uj TOP OF DAM 706.00 TRASH PACK 3 � _ t / TOP OF f�9SER 703.30 - _ �� NORMAL POOL 701 .50 I�10 3 EMERGENCY SPILLWAY 704.50 2.25" ORIFICE 701 ,50 I� 60" ANTI SEEP COLLARS _ 24" x 1/4" THICK ALUMIMUM PROPOSED 24" DIA. ANTI-VORTEX PLATES C l(, 04 LF, I S° C.A.A.P a, O.�T(5% C.A.A.P. RISER WELD INTERSECTIONS CN 7 SEDIMENT STORA.CI= G136.50 INV. G98.50 - II'J\i. G98.00 � 11 z BOTTOM OF POND G9G.00 m •F . ,4:. :.� �,q�b 24" C.A.A.P. RISER t W 4 2" TYP as � 3 u CUT OFF TRENCH ELEVATION FLAN 4' MIN. TRASH RACK DETAILS Sheet No. POND PROFILE NOT TO SCALE NOT TO SCALE of I% r F � e `• • ,�-�' � ,, � ` � � ' ,j � � `�,�`��:,, f �- l� POND MAINTENANCE REQUIREMENTS: f s Y. INSPECT MONTHLY, OR AFTER EVERY RUNOFF—PRODUCING RAINFALL EVENT, WHICHEVER COMES FIsS 5T A. REMOVE DEBRIS 7HF 7RASH RACK. B. CHECK AND CLEAR OTHE ORIFICE OF ANY OBS7RUC770NS, IF A PUMP IS USED AS E URAkDOWN �' r / e � _• �. / MECHANISM, CHECK FOR PUMP OPERA 77ON. � / w y C. CHECK 7HE POND SIDE SLOPES,• REMOVF 7RASH, REPAIR ERODED AREA BEFORE 7HE NEXT RAINFALL f ��` EVFNT. D. /F THE POND IS OPERA TEED W TH A 1/FGE7A TEED FX 7FR, CHECK THE F/L TER FOR SEDIMENT ACCUMULA 770N EROSION AND PROPER OPERA 77ON OF 7HE FLOW SPREADER MECHANISM, REPAIR � �.. �� d f � AS NECESSARY. ' / f w w ✓ v w I 1 1. OUAR7E'RL Y A. INSPECT 7HE COLLECTION SYSTEM (/.E., CATCH BASINS, PIPING, GRASSED SWALES) FOR PROPER w / FUNC770NING. CLEAR ACCUMULATED ]RASH FROM BASIN GRA7E"S AND BASIN SOTTOUS, AND CHECK PIPING FOR O8S7RUC710NS. a r y B. CHECK POND INLET PIPES FOR UNDERCUTTTNG, REPLACE RIPRAP, AND REPAIR BROKEN PIPES �} C. RESEED GRASSED SWALES, INCLUDING 7HE VEGETA 7E•D nL 7FR /F APPLICABLE TWCE A YEAR AS w y w NECESSARY. REPAIR ERODED AREA /MMEDIA 7FL Y. P' EVERY 6 MONTHS A. REMOVE ACCUMULA 7ED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRucTURE � � C B. CHECK 7HE POND DEPTH AT VARIOUS POINT• IN THE POND. IF DEPTH IS REDUCED T. 75X �,F 4 / /✓ / \ > y - 1 / ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST ORIGINAL DESIGN DERV° 4. GENERAL Ili I? A. MOW THE SIDE SLOPES, NOT INCLUDING NORMALLY SUBMERGED VEGETA7ED SHEL: ACCORDING TO o THE SEASON. MAXIMUM GRASS HEIGHT WILL BE 6''. B. CATTAILS AND OTHER INDIGENOUS WEMAND PLANTS, ARE ENCOURAGED ALONG THE POND ty / w � r' PER/MEIER; HOWEVER, THEY MUST BE REMOVED WHEN THEY COVFR THE EN77RE SURFACE AREA OF O `� 41 7HE POND. C. 7HF ORIFICE IS DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS: IF DRAW DOWN IS NOT a � � � f / ` ACCOMPLISHED IN 7NA T 77ME, THE SY57FM MA Y BE CLOGGED. THE SOURCE OF THE `LOGGING � MUST BE FOUND AND ELIMINA 7E0. ' D. ALL COMPONENTS OF 7NE DE7E'N770N POND SY57E•M MUST BE KEPT IN GOOD WORKING' ORDER Ct ro j I /w / , & r '' 'C 1 g 641 y +w �, y ,t` F/ ,: / LZ _. r. w w y000, l gW i pp / w L P E 7 r r & J d f f y f / • d 00, 49 16 77 a u.7 + S / n 0 • a / ' -.•' y _ 9 s � _a.: y � w w y. .�, w w y y y i—+•-.w y y V ,: - ' R ..�� q J 611 01 ¢ fcli LU WET DETENTION POND FOR DF AINAGE BASIN 13 LANDSCAPING AND MAINTENANCE PLAN ° :z SCALE: 1 =1 C CL- z z Z z WET DETEIV L ION POND— I J LANDSCAPING S Cz1-fED L E - s �- _ - oii Specifications S/ZE C01WA1101V AIAMf BOTANICAL NAME CLASS1F/CAT/ON a1JANTITY Soils used within planting ar:a must adhere to the following requirements: U Z = 7he soil mix must be unifor m and free of stones, stumps, roots, or other similar ton a a`> BEFIT CRASS AGROS77S PERENNANS H 107. OF SEED MIX711 E material greater than 2 inc hes. Uj �E - -- - A minimum organic conter t of 10% by dry weight for areas planted with woody ® m » species and 5%for turf areas. _ SWAMP S�INEOL R HELlAN1NUS ANGUSTIFOLIU., H 109` OF SEED MIXTURE" p The pH should be between 5.5 and 7.0. If the pH falls outside of this range, it m'< y DUTTERFLY" 4FFD ASCLEP/AS 7ZIBEROSA '%I" 109 OF SEED MIXTURE may be modified with lime to increase the pH or iron sulfate and sulfur to lower the pH. The lime or iron sulfate must be mixed uniformly into the soil prior to W PURPLE TOIL TRIDENS FLA VUS ,y„ 337. OF SEED MIXTURE use. "a BIG BL UE STEM ANDROPOGON GERARD/I ,H» 207 OF SEED Mlh'TURE 6 V RED TOP AGROS77S ALBA »H„ 179 OF SEED MIXTURE » » 23 PLANTS SPACED 24- FROM (AND AL TERNA TED BETWEEN) 7HREE 6?UA RE H LRUSH AN — DUCK PO TA TO SAGITTAR/A LA 77FOLIA H SOFT STEM HUL RUSH. PLANT /N THE FIRST 6" OF WA TFR LF VEL. _ 23 PLANTS SPACED 24" FROM SAND ALTERNATED BETWEEN DUCK POTATO AND m THREE SORE BULRUSH SCIRPUS AMERICANUS »H" SOFT 57FM SULRUSHo PLANT IN THE FIRST 6" OF WA TER LEVEIs ._ m „H» 23 PLANTS SPACED 24" FROM {`AND ALTERNATED HETWEEN) 7 R€L �c�UARE SULPUSH AND � OFF STEM BLILRUSH SCIRPUS VALIDUS DUCK POTA TO° PLANT IN THE FIRST 6" OF WA TER LEVEL, Sheet No. USE SEEDING" RATES PER LANDSCAPING STANDARDS FOR AREAS TO BE SEEDED. V I 0f 1