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HomeMy WebLinkAboutWPO201500061 Plan - Stormwater 2015-09-15VSMP PLAN FOR THE CATON RESIDENCE TMP 43 -34A AL13EMARLE COUNTY, VIRGINIA APPROVED by the Albemarle le County Community Dv, Department Date_ „9 -/S -/S Fie _iPU] t' G( V w` 4 �W CE <a wri �e Z2 h� Is :a iA I if 0 W ^W V I 0 a Z a a U a jR LL j O J J M J Q Dale 08120/2015 Scold N/A Sheet Ya C1 OF 5 GENERAL CONSTRUCTION NOTES VICINITY MAP SCALE: 1••- 1,000 1. from to y construction within io existing public gnt r way Housing connection to my orchid reed a permit Shull it obtained firm the _ " Tc i xv l Virginia Department f T ir t t pl d y t accuracy Fl in t requirements of the permit. where any ' p occur requirements of the permit 2 All raterals and [ shall t specifications d standards or ass otherwise t -t 'VDOT a 5 a apparel control u hub crossed accordance with the approved erosion control pcn and shat be r.,a pro, to any " » clearing grading other l c ' go - h All one disturbed areas re to be fern Bey, s aid one mulched_ u I S The uncommon allowa p 21 (horizon al. rcoQ. Where trappings obtainable, leaser elopes if 3.1 or better are to be achieved 6. Paved tip rap or stabilization mat lined ditch may be required when in the opinion of the Count/ Engineer or designee it's deemed necessary in order to stable o dromage channel. 7. All traffic contra' deep shall conform wAt the ensure Manual far Uniform Traffic Control Degree. B. U M coast II l pipe Sign be reinforced farmers pipe Gass III, NOW - 9. AI motor for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFd pad '926). SITE u k'r 'rwh, GENERAL CONSTRUCTION NOTES FOR - I; �� EROSION AND SEDIMENT CONTROL PLANS h �w`, + oft " -"PA?= 1_ The p pp g authority must be notified p r is the pre-construction f k prior 1F commencement f land •" 'A r PARCEL heaping t'q end one week prior u r inspection ' at 2 All a sediment central ll be constructed and maintained according no minimum standards and specif[contions of tn Virginia r e,r�.a y '�„ E d d Control H db k d Verde Generous VR 625-02-00 E d Sediment ' C t I R gulat o_ ns p"t4 dp�. 3. All a sediment t mean .. t b e p t t first step g. d' n$ 4. A copy of the pp d erosion and sediment control plan shall be t d on the t II times `� •A'tit. 5. Prior to commusnorg land disturbing activities s other than kneecap on pc8w plans (Including, but not limited to, off site barrow or r waste areas) the t t h II submit a Supplementary erosion control plan to rhe swear for review and approval by the plan approving °got r authority 2yr no 6. R contractor f installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving Density. J] /. All disturbed a' l to drop to depmretl seda'er't control measures at all Imes during lard exposure activities and during site rigsw p f ran " r ial diffraction is achieved . clinic", se, ' �1 11 8 During d t g opections, water ill be carried intnarrowed fft 9 9. contractor M1 II inspect II erosion L .. censorship d ft M1 ff prepare rg to mall event Any necww3,y repairs or ........ c careful, M. p fission uo to maintain to effectiveness of m cont al e s shall be made mmed'atelg. 10. All fill material to be tartan tom an approved, bwraw area II. NI waste materials shall be taken to an approved wage area. Earth ill shall lie inert materials only, free of roots, stumps, wood rubbish, and other debris. 12 Borrow or waste areas are to be reclaimed within 7 days of completion per Spring Ordinance section 5128_ 13, All Inert materials shall be transported in d Aside with section 1d -501 at the (title of Albemarle. 14. Borrow, fill or waste activity Involving IndeStrle -type power equipment shall be limited to the hours of 7 dean to 9'.Oil SHEET IN D EX 15. Borrow, fill or waste density sM1alll da conducted In a ante uproar that maintains lateral Support or order :o minimize any hazard to persons, physlcol damage to adjacent ]oil and Improvements, and damage to any public street because o asides, sinking, or collapse. 18. The developer prat reserve the right m install, maintain remove or convert to purionenr sprmwoter management faGlltles where applicab e all .mJHEET C -OVER SHEET Control measures required by this plan regardless of the sole of cry lot, unit, building or other portion of the property. SHEET C2 — EROSION � SEDIMENT CONTROL NARRATIVE 17.eT mvomry smblhei n shelf be temporary seeding and morning seeding Is m be at75lbs /arse, and in the months of September to February to consim a 50/50, mix of Arabs Hyegmss and Call Winter Rye, or it Moron and April to consist of Annuol Rye, or May through SHEET C3 — EXISTING CONDITIONS August r ' t a v Millet I Straws h t he applied t firm f. /100 Alt " subject '. p, by the county erosion SHEET C4 — EROSION 4 SEDIMENT CONTROL PLAN control inspector - 6 permanent Seeding, Agricultural SHEET C5 - EROSION DETAILS 90lbs /1000 ncorporatea into the .op 4-6 nc es r soil. Fertilizer hall be applied f 1oo0fbsr /act and consist of a loapplied 0-10 nutrient mix. - accord Shall b. earned at 1801ps/acre and gagist of 95% P t y 31 or Tall Fescue and 0-5% Perennial Federal k t ay d increase straw mulch is to be poi a at 80Ib /100 f. Atcaptives are subject to pp d by tie County erosion son rol inspector 19 M(arenarge AT to of p L weekly and after each global . Any damage gg g to structural measures is to be paired drinsmanacely . St traps to d when 509 of the wet storage volume is filled 'th weemem. All Needed areas are - o be tided when ecessary to achieve a good stand or gross. SIT fence and divert on apses woun are cdledng sediment to tot( their Th gat must be cleaned and repaired Immedatelp 20. All temporary erosion end sediment control meosurss are to be removed within 30 days of mural site froulzatlan, when measures are no anger needed, subject to ciPproval by tie Carry erosion cartel inspector. 21 this plan shall be wood If the owner does dot obtain a pavan withlr 1 year of the date of approval. (mater protection ordnance section 17- 2o4c -) 22 Permanent separation shall be installed on all dermod areas within lane (9) months after the date the land disturbing activity commenced (Water Protection Ordinance section 17 -2073) V w` 4 �W CE <a wri �e Z2 h� Is :a iA I if 0 W ^W V I 0 a Z a a U a jR LL j O J J M J Q Dale 08120/2015 Scold N/A Sheet Ya C1 OF 5 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRPRON THIS STz s DEOIOPED OPEN SPACE ON FOUR WERE LANE WIT A BARN IN AIBEMARLE COON BEING PROPOSED AS A Pof£ BARN FOR 1RACTOPS /FARM OCPMENr ICE HAI AREA OF DISIURHANCE IS .99 ACRES. TTE MAGDAI INVOLVES THE FALL DUNG WORK AOTVHIES 1. THE CONWACIOR SHALL OBTAIN ALI I COAL ADD STATE EROSION AND 4CIMFNT PERM17NC ILGUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENI CONTROLS IN ACCORDANCE WTH THE PERMIT 4EOLIREMEN IS 2 INS AI ATION OF PERMANENT EROSION AND SLDIMENT CONWOL MEASURES AS SHOWN ON THE PLAN AND DETAILS, J CONSTRUCTION DF BUINING /ADDmoN OF BARN SPAN BE IN GENERAL ACCORDANCE WILD THE PLAN. 4 ESTABUSI IMENT OF PERMANENT STABIGII OF ALL DISNHBEO AREAS E GSR SILL coNOmpp� SHE OTE S GRACENTLY A GRADED AND GRACED DOMINATE. o A ENT YETERiPERIL THIS PROI C BORDERED BY SIMILAR RESIDENTIAL PROPECTES AND A LARGE POUR TO THE NORIHWESE. SOILS TdE SITE CONTAINS HE FOLLOWING SOIL1'Y'ES SEE HAYESNUE LOAM, 7 -15 PERCENT SLOPES DEC, HAYESNUE ICAM, 7-15 PERCENT SLOPES 19B, CULEN LOAM 2 -7 PERCENT SLOPES CRICAL ACFA5 THERE IS AN EXISTING STREAM THAT IS A CRIDCAL AREA AND SHALL BE MONITORED, ANY SILT SHALL 6E REMOVED BY NACM ELk SEDIMENLNL�LS I Al i INSTALL AND MAINTAIN SILT FENGi rLAT MEETS THE REQUIREMENTS OF ST) AND SPEC 305 THIS SILT FENCE SHALL BE INSTALLED AS CLEAN ON THE 30.gaN & SEDIMENT CONTROL DEAN AND ACCOMPANYING DETAILS FOR ICE PURPOSE OF INTERCEPTING SIC -LADEN RUNOFF BEFORE IT IS DSCItARGEO FROM ICE SITE THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUEC PER= ORNANCE. 2 TEMPORARY DVERSON DKE A RIDGE OF CONVICTED SOIL CONSTRUCTED AT1HE TOP OR BASE OF A SLOPING MEMBER AREA WHOP DIVERTS Ol"I RLNDFF AWAY FROM, UNPROTECTED SLOPES AND TO A STABILUZ£D OUTLET, OR TO LEAST SCOMENT -ADEN RUCC =F TO A SEDIMENT RAPPING STRUCTURE MAXIMUM EFFECTIVE LIFE IS18 MONIHS SD. AND SPCC 3 06- 3 TEMPORARY SECOND - TEMPORARY SEEDING STALL BE A'PUED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT 3E AT FORT GRADE BUT %MIT REMAIN DORMANT (UNDISTURBED) FOR LOI PLAN 30 OATS TEMPORARY StrcING SHALL BE MEMO IN CONFORMANCE WITH STD. AND SPEC 331. 4, PFHdArvENT SEFIDNG PTRMANENT SEEDING SHALL BE APPLIED 10 AREAS DEUNGILD ON RASE PLANS INTMN SEVEN (7) DAYS AFTER FINAL CHAISE IS REACHED ON ANY PORTION OF THE SITE PERMANENT SEEDING STABI S DISTURBED AREAS AND ENHANCES THE BEAUTY OF ME !DD S WMLCH II�GE APPLICAT'JN CF PtANi RFSIWES CR TpYFF SOGNEG£ MQ1tiIAe TO Thl SOIL SURFACE TO PREVENT' EROSION AND FOSTER THE GROWI4 0" VEGETATON. ORGANIC MULCHES (ALLOW) HAVE BEEN FOUND TO UP THE MOST EFFFCTVE. 6- CUSr DNLLOU CONDUCT POST ONPSI OFFERINGS NECESSARY TV MET WE REGUwHMFNTS OF SO At SPEC 339 AS REQUIRED TO CONHOI SURFACE AND AIRBORNE MOVEMENT OF PLO ]. o0T F PRCFCTOV' CHANNELS, CULVERTS, AND STORM NEVADA IN CONFORMANCE ED I ADD AND SPEC SI8, QUIET PROTECTION SHALL BE INSTALLED WI IT ACCOMPANYING STORM SEVERS AND SHALL BE INSPFCRD AFTER FACT RAINFALL EVENT AND REPAIRED IF NECESSARY. ANT SEDIMENT BUILD UP SHAI Or REMOVED. s. NL RO FC1,]ONL INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL HE PROVIDED IA ACCORDANCE WITH STANDARD SPECIFICATION 3.a]. SILT LFNCE, STRAW HAILEE OR TEMPORARY STONE APPLICATIONS sHAEL BE ANN DID AS APPROPRIATE FOR CURRENII GRADING CONDITONS PERMANENT STABILIZATION AND SEQUENCE OF CONSN2LCLPV THE FOLLOWING ARE IHE PROPOSED MANAGEMENT STRATEGIES AND OFNIUD SEQUENCE OF CONSTRUCTION'. PHASE 1 T REPAIR PERIMETER AREAS AS NOTED ON PLAN 2 RHNSTALL SILT FENCE PARALLEL TO (JET OME AS SHOWN 3 POOREST STREAM AND REMOVE SILT DEPOSITS HE HAND FROM TIE POP ION OF THE SSA AM IMMEDIATELY DOWNSTREAM OF THE aRWECT FOR A OISANCE OF 200' ASE 2 1. INSTALL NEW STORM SEINER PPE AND INLET, CONNECTING TO EXISTING ROOF DRAINS FEWER 2 INSTANT wl£T AND SEED PROTECTION AT NEW STORY TO IMPROVE a REMOVE AND G SL SEED DRAIN ELOPE As NEEDED TO GRASS COVER 4. RRM SE EXISTING SLOPE GRAIN AND ADJUST DIVERSIONS To OFAIN ALL SIE RUNOFF TO NL1V STORM SERVE? PHASE 3 CONTACT THE ENGINEER AND A19EMAiL'c COUNTY FOR INCECTION AND APPROVAL OF ALL EYE CONTROL MEASURES. PIIAGF 4 ESiA3LS6 AND VAIPINA ?ERUANUTE SIA91'E120.TCid, RFIC)NG SO KAEKEE CF A'1 SLWFS ANC GRASSED AREAS. INSTALL LEVEL SPREADER AT SPECIFIC) LOCATION ON SHED STORMWATER MANAGEMENT STORMEWATFR MANAGEMENT MEASURES MELTING Tfc FREQUIREMEV -S OF TIN= GAME PERMIT HAVE BEEN INCLUDED. SPECIRCALL' 'LRYFASE OF AFFAIR BUTRIENT CREDITS FOR WATER QUALITY AND DETENTOT OF ICE m YEAR STORM DISCHARGING CFFST. ISO NSTFUG' VN MACE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES UFAL BE FOLLOWED AT ICE SITE L ALL 15 CONTROL MEASURES WILL B`_ C1'ECKED DAILY AND AFTER FACT SIGNIFICANT RAIN EVENT ALL DEFICIENCIES IU-NTILIE SE INSPiCT n CORRECTED cIBLE D PULSE ICE) o s SHALL BE TEp As SOON AS PRACTICABLE EN C BANNS 2. ME SILT CAFENCE NCH. SR SHALL ENT H LL BE VE AFT FOR urvSTORMIEV DETERID WHEN OR LEVEL OF S DIMENT DEPOSITION SHALL S HALF [fit HERE `_F STORM EVENT AND Wd6V THE LEVEL OF SEDIMENT DEPOSITION REDEYE A HALF III7 HEb "ET C. A'A CONDUCT 70 i NE COIN ME CURS NT EDITION FTH VIRGINIA SE AS SEDIMENT EROCEN CONTROL SET FORM OIMR IN THE BILE COMMONWEALTH ONWEA OF THE NGINIA SEDIMENT AND EROSION CONTROL NANUAL OILIER APPLICABLE IE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SILL SEEDED AR 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED ID ENSURE THAT A GOo o STAND OF GRASS Is MAINTAINED. GI EA Vid 4 5 AREAS YI SIP -RAP CONTROLS O BE REGULARLY INSPECTED TO DETERMINE IF NIGH FLOWS HAVE DAMAGED ESTINT INED I CONTROLS OR MEN EXCESSIVE SEGMENT THEE& DEPOSTON. C ALL AREAS N SHALL BE MAINTAINED IN ALCORDANOE 1N1H THE REQUIREMENTS OF THIS E &S CONTROL PLAN. E NRONMEV'd l'ONTROIS CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS To COMPLY 1WTH LOCAL ORDINANCES STATE AND FENERA_ LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE WE POTENTIAL FOR AIR POLLUTION BY WE USE OF EMISSION CAPPED EOUPMENT ON CONTRACTOR OPERATED EODIPMENT SHUT -DOVM of MOTORIZED EQUIPMENT MEN NDT N USE Ann ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROTECT EROSION & SEDIMENNT CONTROL PERMITHING CONTRACTOR SHALL HE RESPONSIBLE FOR OURNING ALL OCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND STD'MJNT CONTRDISIN ACCORDANCE MI TH'_ PERMIT REQUIREMENTS C NERAT NOTES 1. THE INFORMATON AND DATA SHOWN CR INDICATED ALL RESPECI To M DEATHS UNDERGROUND DUNBAR AT OR CONTIGUOUS TO TINE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNED AND ENGINEER BY THE OVINERS OF SUCH UNDERGROUND FAGUIES OR OTHERS ME OWNER OR ENGINEER SHALL NOT HE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH EFORMA ➢ON OR DATA FHA. CONTRACTOR SLIA L HAVE FULL RESPONSIBILITY FOd CONFIRMING THE ACCURACY OF THE DATA CAN LCCATNG ALL UNDERGROUND URURES FOR COORDINATION Or THE MORE WITH OWN -'RS AN SUCH UNDERGROUND UTUTES DURING CCNSTRUWON FOR TIE SAFETY AND Pd01ECTON TRENCH AND REPAIRING ANY DAMAGE THERETO REFUTER FROM THE WORK ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO TO CWNEA. THE CCDTRACTOR SHALL CONTACT 'MISS UTTERS" OF VIRGINIA AT 1- 80(1 PRIOR To THE START OE WORK 2 WHEN WORKING AD,ACENT TO SISIN'G STRUCTURES, POLFA UIlUT1ES, ETC, THE CONTACTOR STALL USE NPATEAR METHODS THAT ARE NECESSARY 10 PROTECT STRUCTURES FROM DAMAGE ANY DAMAGE CAUSED BY TNF CONTRACTOR OR ITS SUBGON1RACTORS SHALL BE THE CCWRACTOR'S SOLE R= EPONSIBIUTY TO REPAIR OR REPLACE THIN EXPENSE IS ME CONTRACTORS RESPONSIBILITY- 3. REPLACEMENT OR REPAIR OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTORS EXPENSE . 4. LEE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTED ALL EXCING SITE STRUCTURES 5 THE CONTRACTOR SHALL BE RESPONDED FOR NOTIFYING ALL UTUtt OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY 3E MPACTED AND ICE MEGNA DEPARTMENT OF TRANSPORTATION PRICE TO COMPLETING ANY OFFSITE IWRK. 6. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING uTL'T'ES IW -H UTILITY OWNERS AT [EAST 72 HOURS PRIOR To ICE START OF CCNF-RUC PUT ]. ALL EXCAVATION FOR UNDERGROUND PIPE INSIALLATON MUST COMPLY MET OSHA STANDARDS FOR ME CONSIGNATION INDUSTRY (29 -FR PART MSS). A ME CONTRACTOR SHALL VERIFY ITT LOCATIONS OF ALI BOUNDARIES. BUIIDINGS VFGETATIOA AGS fGHE2 PERTNJYT STE SETALFNTS CONT AC. OR STALL IMMTNATIY REPORT ANY DISCRE'ANCIES PETWTN EXISTING CONDIIIONS AND CONTRACT DCWMMM TO ME OWNER AND FORMEER. 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUPWIPALS OF ALL Si MATERIALS MSIED IN TIC PLANS TO INCLUDE SHOP DRAWINGS, MANJFACTURER'S SPECIFICATIONS ADD LABORATORY REPORTS THE PA'PER'S APPNCVAL OF SUBMITTALS 1Ml BE GENERAL AND AT NOT RELIEVE YLE LCNLEACTOR FROM THE RESPCNSIBLITY OF ADDERWCS 1D ME CONTRACT AND mR ANY ERROR IPA MAY ENT. Up CONTRACTOR SHAU BE RESPONSIBLE FOR OBTAINING AL NECESSARY PERMITS, INSPECTORS, JORGE, ANC OTHER VIOLATED ITEMS W REGETANfE WM LOCAL ANY STATE BONDS PARCHROUGM STANDARDS rMGG All applicable veglnfa sgaion and Sediment Control Regulations and Minimum Standards Nbau be adhered to during all phases of construction. 'm sae Include , but are not limited to the following: 1. STABUZAFOR OF DENUDED AREAS. Forma Lamasery soil stagaYtion shall be ppl' d to bare great T >sstabilization er THAI grade a d y portion of the one. Temporary I r a b sop fM1 days 10 denuded or s that may rot be at Dal grade, but will tl ant or nd'sturbad for longer roan IF Joys. Permanm AmI and) be applied at areas that are to be left dormant for mor, than 1 year. 2STABILIZA ION OF SOL STOCKPILES During construction of the project, 1 stockpiles siall be stabilized protected with sediment trapping - PTO applicant is responsible for tempo y protection and permanent sheliztor, of oll sell stockpiles on site as well as sal mentArally . rarsported from the project site 3. PERMANENT VEGETATIVE COVER A Derri vegetative cover she 4 ad established an denuded s not otherwise permanently stabil zed Permanent vegetation shall not be considered established unit a ground c achieve 'hot 'r the opinan of the county Inspector, is uniform and mature enough to survive to inhibit erowarr *TIMING Ad SARLIZATION OF SILT TRAPPING MEASURES Sediment haers and traps, perimeter dikes, sediment barriers and other measures Intended to trap sediment shall be c uAga a a first step in ny land tllsturbin5 odDroey and shall ba made Nnckmo,D bCO -e upslope lard disturbance takes place. 5 SIABWZA7ON OF EARTHEN STRUCTURES Stabilization measuws en Tall be applied to earth structures such as dams dikes one diversions immediately after fnutallatlon. 6. SEGMENT 'TRAPS AND BASINS= A sediment bast shall control surface runoff from disturbed mace tho: Is comprised of Ties from drainage a s greater thor o equal to three a he Sediment basin BLVD be designed a istructea m accommodate the anticipated sediment loading for the and disturbing dctfvflyc� The outVIR device or system device shall take Into account the total tlmincge c ea Lowing through he disturbed area to be served by the baUn. OCUT ADD FILL SLOPES at and fill slopas shall be desTgned and constructed if a manner the Slopes that are Game to be e eding e vely - in olan- r Ce within ye 4 permanent POLL the shall be provided with sOtlU Additional tape � h'I 3 asures unt3 the pmhlem 's cortacted. B.CONCENTRAT-0 RUN -OFF DOWN CUT OR '11 SLOP-S Concentrated runoff steal' not Tow door cut or PHIL slopes unless mmained within an adequate Temporary or permanent channel flume, or slope tlra n structure. 9.WATER SEEPS FROM A SLOPE FACE- Wk Braver water seeps from a slope face, adequate drainage or other pmtec6an shall be prood d. 1U STORM SEWER INLET PROTECTON- All s Br Inlets that C made operable during construction shall p gc he pm without that ...a Opened Water cannot enter mB conveyance sedime system without flits aemP mterea ar omen; edntrealee m remove sediment. 11. STABIIDZATON OF OUTLETS'. Before newly constructed stornwa e y channels are made Operators adequate outlet protection antl any waared i - tempom r r a charter ro h 9 shall be installed b M1 a conveyance cM1 ann el and re g channel. 12WORK IN LIVE WATERCOURSES When work In a live watercourse is performed, precautions shall be taken to n encroachment, c nol sediment transport artl stoPlec the work area to me oreaOcot extent passible during c - Letlaa Noneradooe material small be u d for BUR c nst'uctfon of causeways and cofferdams. L over m may be5ened for mesa structures -f am,aaa by naneradmle cover rtm serials. 13 CROSSING A LIVE WATERCOURSE. When a live watemourse t He ossed by construction vehicles more then t"ice in any AD mo th Phase. a temporary cream cm - constructed f odlbl L - shall be rovded. g 14. APPLICAOLE REGULATIONS: All applicable federal, state and local regulations pertaining to workhg in or crossng Ilve watercourses shall be met. 15S'rABIUZATON OF BED AND BANKS The bed and banks t shall be t b1' d finumedLymely after work in tic watercourse pl t d. 16. UNDERGROUND UTLITIES Underground utilities shell as installed In accordancd with the fallowing standards In odditlar to other criteria.. C.No more titan Soo linear feet of trench may be opened at one time - b.Excavated material such be placed on ire uphill side of trenches aEffluETt for dewatering operations shall be Rebated or passed Through Apr tl sediment topping d bob d discharged nner that does not adversely affect flea DO atreorms or ofA 'PH property it Maderial used for backfilltrog trenches M1 II be properly omp t d In order to nI erosion n ' and promote stabjJjzCt,on. a ResUPARatHn shall be accornslshed In accordance with these regulations . tApplicable safely regulations shall be compiled with. D.CONSTRUCTON ACCESS ROUTES Where constructior vehicle access routes intersect paved public reads provisions ADMI be made to minimize the transport of sediment by BAYOU or -racking onto paved surfaces- Agora sediment is transported on to a public road surface, the road shall be cleaned thorouaMy at me end of Saab day- Sedlmect shml be rem ved try atramAlrg Do sDeepiag and temspo :etl to a control disposal a Street washing shall be sediment wed or after t dim s is removed In this d diner. 'has provision ah eA d'oply to Individual lots Y,eI at to larger lard disturbing eCIT�tTes. r B.TEMPORARY E&5 CONTROL MEASURE REMOVAL. All temporary ergson and sediment control mea6ures shall be removed within 30 days after final are stabilization or after temporary measures ore no longer needed, unless others se Ccthodzed by the Iced program authority. Trapped sediment Ertl the disturbed soil areas resulting from me &soositlon at temporary measures shall be permanently stabilized Do prevent Truman erosion and sediment 1D.ADEOUACY OF RECIVING CHAVNE'S. Properties and waterways downstream from the development site shall as protected from se2lmort deposition, er a and damage, due to Increases in velocity and peak Tow rates of stormwoter runoff for the stated frequency cy storm of 24-hour duratlon- V w w� w" q w� 41 0 O 01 a® Sn > A Q NtT w r� -J W Q U wZ U U 0 LL O J a � � a m J Date is ,2012015 Seale N A Sheet No. C_ OF 5 Hie No L_tN It_I SO / IL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL no. TITLE De' _ FxsIN G —J STREAM —X X —X % 3.05 SILT FENCE SF 3.07 RLET PROTECTION IP o J g � i� �'g ' 3.09 TEMPORARY DIVERSION DIKE DD / 3.18 OUTLET PROTECTION OP i 3.31 TEMPORARY SEEDING TS i 3.32 PERIMANE \T SEEDING PS / / ,� � / ✓'° / „„� / 3.35 MULCH i i i i aRaT R _ — / 3.39 DUST CONTROL DC i i �. eoFV�a qo � SOIL DIVIDE / as — — LIMITS OF DISTURBANCE 512 �wnlR w^" Ez�s ➢Nc SILT ,' — — DRAINAGE AREA i iow _ THEN CE ED S �.� / uecessytF MEN AT GROUND LEVEL i T f SAG Cyr i ,� PHASE SEQUENCE OF CONSTRUCTION N _ FV _ 1. REPAIR PERIMETER AREAS AS NOTED MA G SLOPE i � oreaiya�o-ef _ i' 2.RE- INSTALL SILT FENCE PARALLEL TO CONTOURS AS SHOWN _ REM'ovFn '� — - - -- � "� ',� 3. INSPECT STREAM AND REMOVE SILT DEPOSITS BY HAND i / / _ - -_ — — _ _ , � FROM THE PORTION OF THE STREAM IMMEDIATELY /' /' - /� p _ _ / ,/ DOWNSTREAM OF THE PROJECT FOR A DISTANCE OF 200' / E41710 HILT p' PHASE 2 / - - i' REMOVED BE � � / i / / / r , IoRea — - -- _ TCP _ _ — - - 1. INSTALL NEW STORM SEWER PIPE AND INLET, CONNECTING EMGAN1CNIEN. - / TO EXISTING ROOF DRAINS S�oN- // / 2. INSTALL INLET AND OUTLET PROTECTION 1 WEB BE REMOVED ' V �� 3. FERTILIZE AND OVER SEED EXISTING SLOPE AS NEEDED TO / / T SEER STORM �� O j� IMPROVE GRASS COVER / "II COMP1E1E _ - -- \ i 4. REMOVE EXISTING SLOPE DRAIN AND ADJUST DIVERSIONS TO i V DRAIN ALL SITE RUNOFF TO NEW STORM SEWER LEFT I a �i s_ / V Res- LF / E I A Z EXII SLOPE / �FE 19 B AS, orenle TO RE / ^� REMOVED ONCE STORM SEWER E mMPuUE 1 /LIMITS /OAF <IST�E0.98 /AC. DOUGLAS. 1CN TO 43,,PARCEL 34A4 OU ENE FARM LOT 4 / i / // / /� �� /DD 2739 PG 329 DIE 3158 PG 250 DH 5854 °G 489 / III I / — — — — DRAINAGE AREA:1.69 AC. V' L w� w` V W Z 0 of n® hl a �3 i/ i' I I 1 r i i II 2 w Q Lx �1 z 0 O� 0 J Q Z J m > � Q Date 08/20/2015 scale 1 " =20' 20 o 20 40 ao eet a0 �3 OFS 20scA i Na NOTE: Contractor to Remove Silt From Steam By Hand. Vo Equipment In The Stream Butter. ED Li i I ' EXISTING SIHEAM K5 i i ,BATON / Appao0* a� Ago i SOIL EROSION & SEDIMENT CONTROL SYMBOLS V r SYMBO_ N0. TIT_E KE" " " —x —x —x —x 3.05 SILT FENCE SF ® 3.07 INLET PROTECTION C� 1 1 / 3.09 IFMPOR ARY DI VFRSiON DIKE DD W h 3.18 OUTLET PROTECTION OP T$ 3.31 TEMPORARY SEEDING Z 1� PS `7 3.32 PERMANENT SEEDING PS � � " © 3.35 MULCH 3.39 DUST CONTROL DC PI4 ' a � F ,S _, As ro rg YZ 4ffi we we BA SOIL DIVIDE m I IRIS OF DISTURBANCE _ DRA.HAVE AREA '^* SEQUENCE OF CONSTRUCTION — - x s. — � P. RE 1 REPAIR PERIMETER AREAS AS NOTED — "P.— x Ty - ,' x ' 2.RE- INSTALL SILT FENCE PARALLEL TO CONTOURS AS SHOWN 3. INSPECT STREAM AND REMOVE SILT DEPOSITS BY HAND FROM THE PORTION OF THE STREAM IMMEDIATELY D ' - _ x � oox' - r - __ - _ - DOWNSTREA M OF THE PROJECT FOR A DISTANCE OF 200 / PHASE 2 M 1. INSTALL NEW STORM SEWER PIPE AND INLET, CONNECTING -' - -- -- -- _� __ -- -- TO EXISTING ROOF DRAINS / I - - -- -- -- ___ _ -- -- - /- 2. INSTALL INLET AND OUTLET PROTECTION x `� / �/' — — ) / 3. FERTILIZE AND OVER SEED EXISTING SLOPE AS NEEDED TO o xC _ ry< IMPROVE GRASS COVER D D 4. REMOVE EXISTING SLOPE DRAIN AND ADJUST DIVERSIONS TO DRAIN ALL SITE RUNOFF TO NEW STORM SEWER I New 4 -Roof Drain — / / NOTE: Crushed Pad / / As Crashed Stone / // LL YYY"' As Specified Oy 11 6A� NNR c_ / 'Q p$io63� ct 0_10 i 24" N r'oin, 1 ADS FELL Db 451 � Yard gioin, 15° OG HOPE Storm Sewer P TOP INV= 6102.00 ob� Z i 9 B x/ 'tee I / or / 1 � CI IT I QG Z i �0 i / /' ' '� i 0 LIMITS /OF RIIS'�T�E0.98 /AC. ,'� DOJ AS�2AIOD' V /" i TM 4- ,KRCEL 74A4 0 W �/ ' /' / FOUR/ ANDS FARM I o I L / LL J TEL a� ' IGO �i / �� /� /IJB 7739 CG 329 j // Z TEX PC A ' D8 3158 PG 250 i // DB 3854 PG °,89 // � ED ' > Q Cam, , /' _ DRAINAGE AREA:1.69 AC. / — _ � i I 1 Dale 08/20/2015 / I I /�� —_— Scale LEE =20' 20 0 20 /40 60 Sneel No II ,/ 0a ° SCALE: 1" = 20' e N0 OF 5 15.049 GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER' wNCFF R`�� � AED RED CONCRETE WIRE MESH ILTERED WATER 7 Io� o aliRa INLFr Tills METHOD OF INI `1 PROTECTON Is APPLICABLE AT CURB INLETS WHERE 'CODING V FRONT OF 7= STRUCTURE IS NOT LIKELY TO CAUSE INCONVFNIFNCE OR MunGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS GRAVEL shIAU. SO Vern k3 ,}357 OR 5 COARSE AGGR--GATE / 1 \INLET PROTECTION (IP) C5 NCO To scale TEMPORARY DIVERSION DIKE ompacted Soil 18' �lnw �IIIII�- IT�I�IIIIIIL I�IIIIIUIII�L 45' min. nDIVERSION DIKE (DD) C5 Not To scale - #]i #y #353, N5, A56 OR 1 53 (DEGREE AGGREGA E IN VARIABLE (Mw. ]') GALVANIZED WIRE MESH BASKET I — SECURE WIRE MESH TO T snom • FILTER GLCIH 7i. /f- 6X6 TREATED TIMBER (T—MIN UNDISTURBED SOIL MIN. g' AIIN. ri+UOCAL REQUIREMENTS OF FILTER CLOTH NOTED IN 5TD, is SPEC. Cr 9. PIERCE LEVEL SPREADER WITH IRIGID LIP Tuna 3.35 n .....� ORGANIC" MGLCR ibIACHRIATA xNIN APPLICATi RAVES LEVEL S.....UP ADHESIVES USED FOR DUST CONTROL SPREADER MULCLUS Application Dilution (LS) P 10005 ft Adhesive C5 Not To Style 70- 90UP. Fred boom we+.ds and cco s Tuna 3.35 n .....� ORGANIC" MGLCR ibIACHRIATA xNIN APPLICATi RAVES NORTH' S.....UP ADHESIVES USED FOR DUST CONTROL xaTF MULCLUS Application Dilution P Acrc P 10005 ft Adhesive SDaw cry Hay Is 70- 90UP. Fred boom we+.ds and cco s Cole m 2 51, matter. Must be de fiD^cd� 7:1 JOHN for 1200 Spread with rulch blower 115:1 L cover) 235 o by hand ' £,biz[ VhJoh Minimum 35 be VAN not us,, as . mulch for ) 1500 Ibs 30 safter cover of during hot, 71 Coarse Spray 450 May P ds Apply as OAFS 3 Is. upu Thirty Corn Stalks 4- 0 Ioui US 275 FDA Cut or b dd d li 4 -G" eeeeeeeee ,m voi to F. must dcaughs, Air dried Do DEC Time bar fine nick career, Apply N mulch blo or by hmid. Woad Clues. 4- 6 tons 185 275 Ibs Free of course matter. All N d Treat adds 12 He nitrogen per tun, Do not j use fine turf ravers, Apply GERMAN Mul-I 50 A will 11 b1taide, Chin h ffler, or be hand. bad Chrps 50 - Once. 1 -2 eu yds. Free of coads, mi Air - yde. Ad d Do met Meer in btu Shrrdced took doctors .Apply. at Bark mulch blower, chip handi of by hand. )i Rare adilch is the only available Id dunim p d' when uaw s should be used,'rt'ply at a TmmB nm tare of 2000 INS /no in, _ Ibs /IO G sq. fe, z MULCHING MU C5 Not To Scale PERVADED] I SEEDING SPFC19CATIONS Feemcry 16 thro,gh At/I 30 Kentucky 31 F 128 Ib / - Red Top G 2 ING/Facree Annual Nye DO m/ are Add 20 by/acce Ind . t hur, Gopes are greater Von, 31, May 1 through Guu5t 15 Kentucky 31 F 128 lb,/ocre. Red Top G 2 bs/ocne, F t 1 Milli 20 Ibe/acre. Add 20 Ibs /tore Inner grass when slopes than s1. August 16 tb October 31 Kentucky 31 F 128 pos/ac,e. Red Tap Grass 2 ms /acre'. tnnac Rye 20 lbs/acre. Ace 20 Ibs /Fame nil n, grass on slopes greater tran 3'. 1. November 1 through t br.ary 15 KArLuAky 31 F 128 Do/ocres ' Ned Top Grass 2 Ibs /acre- Wheat Rye 20 Ibs /acre Add 20 Ibs /acre Indian grass on slopes greater than 3:1. MULCHING SPF(IFICATIONS: Straw or hay at a rate of 2 tons/acre, M t be M1 d. Spread OUT inch blower or by herd LIME AND FERTILIZER SPECIFICATIONS. Lime one fe,tilizer need, .,to Id be determined by God tests, Soil tests may be preformed by the Coopenowe Coop E,t,nyon S, - SRI Testing Laboratory of VPI &SU or by a reputable D m I laboratory Infr -rat on concern To the state Sol Testing Laboratory a avalable from CITY -ACHE OR ASents. Under unusual conditions where It Is not possible t2 ob:,n a son test, the following soil o ants will be applied'. For Permceent Seeding. Seeded a shape be limed at a rate of 2 tons par acre, and fertilized at o rare of 1 OCO Ibis per per Na of 10-20-ID (10 b I 1,000 g feet) or egobalennt. T I TIN y Section a Seeded d hall be limed at a rate of 2 - ns DO, acre, nd fert'.'zed at a nate of 60" Ibs per ace of 10-2D-10 (10 Ed . par f,000 square feet) or ecr..Dleal- %33"'VIPERMANENT SEEDING (PS) hyvC5 Not To scale %DUST CONTROL (DC) C5 Net To scale TABLE 3.31-C 'TENiM dRY 9EEUNTi 19dNT MourNERIAL5. 9EE0NG ]UvvEC ANDDATR9 TAULE3.39 -A NORTH' S.....UP ADHESIVES USED FOR DUST CONTROL AT Water Application Dilution Type of Marc Adhesive (Adhesive: Wan:) Nozzle GallOns/ACro Anionic Is DID 51, Asphalt Emulsion 7:1 Coarse Spray 1200 LOVED Dradeiun 115:1 Fine Splay 235 PLACID in Water 4:1 Tine Spray 300 Acrylic Emulsion 30 PONT Traffic) 71 Coarse Spray 450 Acrylic Emulsion OAFS 3 Is. upu (Traffic) 3.5 .1 Corse Spray 350 %DUST CONTROL (DC) C5 Net To scale TABLE 3.31-C 'TENiM dRY 9EEUNTi 19dNT MourNERIAL5. 9EE0NG ]UvvEC ANDDATR9 n� �5TEMPORARY SEEDING (TS) / " Not To Scale 3co3co dot 1 -- PIPE OUTLET TO FW- ARG WIT TI NO DEFINED PUN VIEW CHANNEL I L a it SECTION A A . TED amt xc COMMENDED FOR ENTRE PRODUCE LD DG (ft) 3D0 (n) d (in) (ft) 1 6.0 1.25 3.75 6.0 %OUTLET PROTECTION (OP) C5 Not To scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT 1. AEI THE STAKES- 2. EXCAVATE A 4U 4" THEV'CH UPSLOPE ALONG THE LINE OF SHADES. s'MAx G �I �FLOW � 3. STAPLE FILTER MATERIAL 4- BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. 9 SILT FENCE SF W 0 WIRE SUPPORT C5 Not To scale Q APO v IN w� w` w a FN n) sA 0 D Q 0 ti O W to U Irk 0 00 O J LL Z�Q a E rWt U) � \� W Date 08/20/2015 stole N/A SneetNo. CS OF File No 15.049 SECDIkti RATE NORTH' S.....UP AT Is DID 51, 11 RICHAA➢6PECDS $TIfS Am. [We 30 He over 91L Has OAFS 3 Is. upu eeeeeeeee ,m voi to F. must Down r GERMAN Mul-I 50 A Buh in me, ona �.a. %qaaNG Is IS Rei x gannerem Wei SEE WVMRUS soon Ti Nor dry arden eii use re con LM., tsCMLW Nnrb e�do me Mwmzn r,u n.�Sm Plata 3. CAL ens 3 SE.x. e 9oWttes IStlimmlt �CMW Plain May do moor er 1 wri Amp III Court realLrg e Mny be o.Wl as a down AMR With MIT model MISS UPShASH a ci HAVE dates - May llW hplmitedl "A", Far, Lala. n� �5TEMPORARY SEEDING (TS) / " Not To Scale 3co3co dot 1 -- PIPE OUTLET TO FW- ARG WIT TI NO DEFINED PUN VIEW CHANNEL I L a it SECTION A A . TED amt xc COMMENDED FOR ENTRE PRODUCE LD DG (ft) 3D0 (n) d (in) (ft) 1 6.0 1.25 3.75 6.0 %OUTLET PROTECTION (OP) C5 Not To scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT 1. AEI THE STAKES- 2. EXCAVATE A 4U 4" THEV'CH UPSLOPE ALONG THE LINE OF SHADES. s'MAx G �I �FLOW � 3. STAPLE FILTER MATERIAL 4- BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. 9 SILT FENCE SF W 0 WIRE SUPPORT C5 Not To scale Q APO v IN w� w` w a FN n) sA 0 D Q 0 ti O W to U Irk 0 00 O J LL Z�Q a E rWt U) � \� W Date 08/20/2015 stole N/A SneetNo. CS OF File No 15.049