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HomeMy WebLinkAbout20161023 Ver 1_401 Application_20161016 DIEHL & PHILLIPS, P.A. CONSULTING ENGINEERS WILLIAM C.DIEHL,P.E. 1500 Piney Plains Road Suite 200 JOHN F.PHILLIPS,P.E. Cary,North Carolina 27518 ALAN R.KEITH,P.E. Telephone(919)467-9972—Fax(919)467-5327 October 24, 2016 Karen Higgins NC DWR—401 &Buffer Permitting Unit 1617 Mail Service Center Raleigh,NC 27699-1617 0 1 6 1 0 2 3 Re: Riparian Buffer Authorization Application Storm Drainage Improvements Hanover Place Homeowners Association, Cary,NC Dear Ms. Higgins: Enclosed are three (3) copies of a Riparian Buffer Authorization Form and plans for the referenced project. We have met with Cherri Smith with the Raleigh Regional Office at the site. Ms. Smith acknowledged that the proposed impacts are deemed temporary impacts. The application was completed with that understanding. We request that you approve the application at the earliest date possible so the drainage problems at the site can be alleviated. Contact our office if you require anything further. Sincerely, Diehl&Phillips, P.A. C� A i4e Alan R. Keith, P.E. enclosure Cc: Jan Patterson, Town of Cary Virginia Davis,York Properties Phil Brucato, Hanover Place HOA DWR State of North Carolina Department of Environment and Natural Resources Dlvlslon of Water Resources Division of Water Resources 15A NCAC 02B.0233(8)(b),.0243(8)(b),.0250(11)(b), .0259(8)(b),.0267(11)(c),.0607(e)(2)-Buffer Authorization FORM: BA 30-2013 Riparian Buffer Authorization Form A. Applicant Information C J 1. Project Information 1a. Name of project: Hanover Place Storm Drainage Improvements 1b. County: Wake 1c. Nearest municipality: Cary 1d. Subdivision name: K F Homeowners Association 11, Inc. 1e. Is the project located in any of North Carolina's Yes ® No twenty coastal counties. If yes, answer 1f below. 1f. Is the project located within a NC Division of Coastal E] Yes ® No Management Area of Environmental Concern (AEC)? 2. Owner Information 2a. Name on Recorded Deed: Hanover Place Homeowners, KFHomeowners Association II, Inc. 2b. Deed Book and Page No. DB 4681 Pg 645, DB 4625 Pg 580 2c. Map Book and Page No. (include a copy of the recorded map that indicates when the lot was created): 2d. Responsible Parry KF Homeowners Association II, Inc. c/o York Properties (for Corporations): 2e. Street address: 2108 Clark Avenue 2f. City, state,zip: Raleigh, NC 27605 2g. Telephone no.: 919 821 1350 2h. Fax no.: 919 828 9240 2i. Email address: virginiadavis@yorkproperties.com 3. Applicant Information(if different from owner) 3a. Applicant is: x Agent ❑ Other, specify: 3b. Name: Virginia Davis 3c. Business name KF Homeowners Association, Inc.c/o York Properties, Inc. (if applicable): 3d. Street address: 2108 Clark Avenue 3e. City, state,zip: Raleigh, NC 27605 3f. Telephone no.: 919-863-0818 3g. Fax no.: 919-828-9240 3h. Email address: Virginia Davis 4. Agent/Consultant Information(if applicable) 4a. Name: Alan Keith, P.E. 4b. Business name Diehl& Phillips, P.A. (if applicable): 4c. Street address: 1500 Piney Plains Road 4d. City, state,zip: Cary, NC 27518 4e. Telephone no.: 919 467 9972 4f. Fax no.: 919 467 5327 4g. Email address: arkeith@bellsouth.net FORM: BA 10-2013 Page 1 of 4 B. Project Information and Prior Project History, 1. Property Identification 1 a. Property identification no.(tax PIN or parcel ID): 0763511415,0763512853 1 b. Site coordinates (in decimal degrees): Latitude:34.7597 Longitude:78.7797 1 c. Property size: 0.63,3.17 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Long Branch(Lake Mortensen) 2b. Water Quality Classification of nearest receiving water: WS III NSW 2c. River basin: Neuse 3. Project Description 3a: Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Eroding channel,flooding,-poor drainage, unsafe conveyance of existing channel from existing pipe to pond, channel is located in well maintained grassed open space area: 3b.. Attach an 8'/Z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site 3c. Attach an 8'/a x 11 excerpt from the most:recent version of the published County NRCS Soil Survey Map depicting the project site 3d. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property: 40 3e. Explain:the purpose of the proposed project: Relieve erosion, flooding,and unsafe:conveyance of.existing channel.. 3f. Describe the overall project in detail, including.the type of equipment to be used: Construction of approximately 130.LF of 36-inch RCP, 112 LF 15-inch RCP,junction boxes,grading,landscaping 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or'strearn determinations by the ❑Yes ❑ No ® Unknown. Corps'or State been requested or obtained for this propertyl Comments: projec(,(includ'ing all prior phases)in the;past? 4b. If,yes,who delineated,the jurisdictional areas? Agency/Consultant.Company: Name,(If known): ether: 4c. If yes, list:the dates of the Corps jurisdictional determinations or State determinations and"attach documentation. 5. Project History .5a. Have permits or certifications been requested or obtained for this: ❑Yes ❑ No ® Unknown project(including all prior phases)in'the past? 5b. If yes,explain and detail according to"help file"instructions. 6. Future Project Plans 6a. Is this_a phased project? ❑Yes No -6b. If.yes',.explain. FORM: BA 10-2013 Page.2 of 4 C. Proposed Impacts Inventory 1. Buffer Impacts 1 a. Project is in which protected basin? ® Neuse ❑Tar-Pamlico ❑ Catawba ❑Randleman ❑Jordan ❑ Goose Creek 1 b. Individually list all buffer impacts below. If any impacts require mitigation,then you MIUST fill out Section D of this form. Buffer impact Reason for Type of impact Stream name Buffer Zone 1 Zone 2 number— impact (exempt,allowable, mitigation impact impact Permanent(P) allowable w/mitigation) required? (sq ft) (sq ft) or Temporary T B1 ❑ P ®T Storm drain allowable Unnamed ❑Yes ® No 780 610 improvements I tributary to Long Branch B2 ❑ P ❑T El Yes [:] No B3 ❑ P ❑T ❑Yes ❑ No B4 ❑ P ❑T ❑Yes ❑ No B5 ❑ P ❑T ❑Yes [].No B6 ❑ P ❑T I Yes ❑ No Total buffer impacts 1c. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the.proposed impacts in designing project. Proposed project is.entirely ip Wellmaintained grassed area within buffer 1b: Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Proposed culverts can be placed without impacting waters,installations are shallow depth 2. Buffer Mitigation 2a: Will the project result in-an impact within a protected riparian buffer that.requires buffer ❑Yes ® No mitigation? 2b. If yes,then identify the-square feet of impact to each zone.of the riparian buffer thatrequires mitigation and calculate the amount of mitigation required in the table below. Zone Reason for impact Total impact Multiplier Required mitigation (square feet (square feet .Zone 1 3(2 for-Catawtia) Zone 2 1.5 Total buffer mitigation required: 2c. If buffer mitigation is required,,.'is payment to a El Yes. ®No mitigation bank or NC EEP proposed? 2d. If yes,attach the acceptance letter fromthe mitigation bank or-NC EEP. 2e. If no,then discuss what type of mitigation is proposed. 2f. .Comments: :FORM, BA 10-2013 Page 3 of 4 E. Diffuse Flow Plan All buffer impacts and high ground impacts require diffuse flow or other form of ❑ Diffuse flow stormwater treatment. Include a plan that fully documents how diffuse flow will be ❑ Other BMP maintained. If a Level Spreader is proposed,attach a Level Spreader Supplement Form. If due to site constraints,a SMP other than a level spreader is proposed,please provide a plan for stormwater treatment as outlined in Chapter.8 of the NC Stormwater BMP Manual and attach a BMP Supplement Form. F. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public(fed eral/stateflocal)funds or the use of ❑Yes ®No public(federal/state)land? 1b. If you answered"yes"to the above,does the project require preparation of an ❑Yes ❑No environmental document pursuant to the requirements of the National or State(North Carolina)Environmental Policy Act(NEPA/SEPA)? 1c. If you answered"yes"to the above,has the document been finalized by State ❑Yes El No Clearing House? (If so,,attach a copy of the.NEPA or SEPA final approval letter.) Comments: / 2. Violations 2a. Is thesite=in violation of DWR,Wetland Rules(15A NCAC 02H .0500), Isolated Wetland ❑`Yes ® No Rules,(15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,or Riparian Buffer Rules(15A NCAC 02B .0200)? 2b. Is this an after-the-fact permit.application? ❑Yes ®No 2c. 7f you answered."yes"to one or both of the:above questions,,provide an explanation of the-violation(s): r Vt -- /c� bhN, - 10 -0-t ,C Applicant/ ,gent's:Printed Name , licant/Agenf's Signature to (Agent's signature is.v only if,an authorizatiorrletter from the apolicantis provided.) Send this completed form and accompanying documents to the following; For government transportation projects sent, For governntenttransportation projects sent by FirstClass Mail via the IIS Postal Sendce: by deliverysernice(UPS,FedEx,etc.,): NC DW R,Transportation.Permitting Unit, OR NC"DWR,Transportation Permitting Unit 1617 Mail Service Center 512 N.Salisbury Street Raleigh, INC 27699-161 7 Raleigh, NC 27604 For all other projects sent by"First Class Mail For all other projects sent by.deliyery senfice W*a the US Postal Service (UPS,FedEx, ete.). Karen Higgins, OR Karen Higgins, NCDWR—401 &Buffer Permitting Unit NCDWR—401 &Buffer Permitting Unit 1617 Mail Service-Center 512 N.Salisbury Street Raleigh, NC 27699- 161 7 Raleigh., NC 27604 FORM: BA 10-2013 Page 4 of 4 r'{� orf� ~• L`'� l 4 � �� :�.. • t 1, ,.r,,.. IL / 10 t 9 J:--cA A —�,.. ak '4 lid lap leit 3 / • �D ToRoQuadsC }ri¢x C 1 Dpi lat xl:1�iuQa6 4 x'eDarr iSGS ��.t10 Scale:i s itYr�DazE 1T6 Dean RGSU D=lm &PIIIum"s, P.A. CONSULTING ENGINEERS 1500 Piney Plains Rd.,Suite 200 Cary,North Carolina 27518 'A hAtE - s14A E^jA f J .k.,-._._ (Maps makes every effort to produce and publish P.A. 0 110 220 440 ft the most current and accurate information possible. DIEHL &PHILLIPS A. t a— t t I t t t I However,the maps are produced for information purposes, � 1 inr.h=200 feat and are NOT surveys No warranties,expressed or Implied CONSULTING ENGINEERS � are provided for the data therein,its use or its interpretation. 1500 Piney Plains Rd.,Suite 200 Cary,North Carolina 27518 WAKE CeD COUNTY, NORTH CAROLINA — c�" — r g ARtsr TWO 2 e t V r CiB;d 913 wx • ksc2CICS .,.ra.- 2 -. A�'Rr:�• � . t. .. h r AgC: CC2 I. Ct'R-- .s A8C f' —7Ap APC D rY �^ {{ APB .w _ AoB x ' AP82 � � F Ta,h"• r�m s� 2 APC2 PD .` Mai gG " c= r APC a iw CeC ApB g �R B y _ n 1 e •'C!7 , APB2 �� � � C B ,�' �, * •�' - _l\� Pa _� CeD � -9�O' CeC� ApC k s" AP82 " CeD a v 3 VJy x ti rQC2 APD V ApD ¢`v reD. Ce -.C2 q Apj I 0,- ApB2 '° - As 2- V 1 v /A4 z �r ° APB2 ,� -• APC2 APB i AsB yG sG2 Ce82-. CeB2 i APB2 , r q S APC ' ry " Ma q�� G��L ApB2 - 2A ` z Y' PC C n Cn pB2 A CeB2 AsC2 .• � Ash \ ' J �. // / / / Mgr ApD (f G� AsC 'PB Y / "}s.. I ClE3 CeC _, O' ApC ¢ v s _APD -� { CeD AsC2 1, ASB ApD Ce62, CeC U , APC CeB2 f e /V4 Ag6L t x ; CD e ' � f j Ge 1 J Q / ceG2 _, �` APC / ap�z ceez ApD a r C� APC CeC CeB APD C 1\ "y CeC. CeB Uv QO CBBA Ap 2 CeB2o-s q Ce6 ' CeC W � i y/ 9AsC AgB2 CeC2: i' CeC t . CeD CeB2 CeD Cg87 CgC2 GgG CeB2 Qk Q ClC3 s �Ge ApD CeB2 r� CeC28 ABC2 CgB CeC CeF wy, AP CeC2 EnC2 Cg62jl O, ' La. vt V y 2 e0 I \ i ppb C , t� AsC Q�ti b" Ag C_ _ D AP /� G CeD — — -------- --- 1- ." P ., , . CeD WmE AgC2 NOTES Jae NO. 1, Contractor shall locate all existing utilities prior to construction. DESIGN 2_ Contractor shall notify Homeowners(York Properties 919 663 0618)prior to ARK t t entering site and before beginning work. Contractor shall coordinate work DRAWN schedule with Homeowners,association. MAT • 7 Wray information provided Phillips by KECKED 3 Su orrnati ided to Diehl� Yo Properties. CP York les 4. Seed and stabilize all disturbed areas. See landscaping plans for final seed ARK ar a, mixtures,ground covers planting,etc. S/\ / 5. Erosion control measures shown.are considered minimum: Provide additional SCALF -Bs _ 20'l Y . ... 0 measures as required to maintain a stable site during construction - 0 'Remove existing trees only as required to install new pipe and fill. Legally FILE r NANOVER_TOPO-For dispose clearing debris and piping items removed off site- ;, p g pp g York Properties:dwrg 7- All pipes shall be Class iII reinforced concrete(NC Department of Transportation Stand material and installation). ., .. , � ad 3. Removeexisting sedimenta from take bottom at new pipe outlets. Legally� NOR ,o BM 199,9, PC 43 dispose. cTT 9. Contractor shall provide suitable fill material as required free of boulders;woad, ct �` and debris. Fill placed around new IaOF'shall be compacted to 95°h Standard Proctor. Compact fill materiae for stable installation. 1O.All pipe connections shall be watertight. ve=sods g 11. ched le work t iaintaandralnag drainage from existing 36-inch RCP and drainage behind townhouses. Flooding f existing structures shall not be allowed and shall be at Contractors risk�n 12.Provide barricades and warning signs to close the existing path and bridge xN (( - ",. during construction. VICINITYMAP 13.Provide CABC 6 inches compacted thickness for new path as shown. 14.Junction box manhole covers shall be perforated with"storm sewer"label. NO SCALE N` 15.Contractor is responsible for all surveying, layout and staking as well as all ti project safety. c M I SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE _ U) ,,,,�cn Q-Ta F SPECIF%ED. �. A pPTiGNPa MANtIQLF. Y -j S 1-^A^ s" � •.,��y STATE USE OF 9Y57E&§ON COVER ��. . tn9 I l`-F csntaai nc 2s .�j. .cn�P `� /l z LIJ IT.E.: SEWER, STORM DRAIN, ELECTRICAL) � tj � � TO a,. cnn RAl€xaosco coax ns � X�.ro 1 ase C- o' RX-F,TORCU AKNT, . TRP OF GQVEfl ` 4% Yp3 ^$ ._ - L... 7i^ --7 OPTTONA4 C RnitlOIT RONQ4YTHIG KNLr , 2"K£1"Nf "' ;{,}a[ 4L= R-�C?m " W++� 4...S �: 2 �t, $ - � A I ttf PAA 4 wLs AT 2 GFKT826 A$C2REGTEb BY TME tNtr<Esa, F.t.9 O C"y _ '49 A q 47 y C?C`J f Q crac> ( �: I� 'rw ! w- vaQcz `° J rH'Z'" J .( .._....,--� u m I JSe_4,T4 GON3TRUGT THE 90TTOu 9tae t°2 W T. fA! -sN 9 p '6 '�' 1 IF nezNEonc€rr eR.wcprtE aNr is SCT IN eAse sun a;+x, rvx ._e. . ;a"'�'d a s7 - ,ly "� `,�Y I ACRS 1p BASE RN SNt.' ON STANNAO ON 8Ct1 On Cfl ;a =Z I ,/ C? . a PPOt't 4F AlL JCNOT kOk 4t1XC4 OVER 3"a-€R OEITT#,.e i"jEP3 },.,.H „j - 4/l 2"ON CENTERS NN AONARBANCE WtTN sTo 40.640 at 0. c(nn o � �-� ----------- I - --� 0_6 ._. ___.. - „ w a 3^ TOJII@r 1N£THEE4, TIMM OF ANP VBRICKANHO 8A(I aU E8 � Z ( 1 zo.ZNClW THE D OPENnn OF nye aSLA S, ir" araucrN t:sans R 1 (� Y_ see$TAN6kN6 84v sn � �--a�-�., sN�Teaen tf tzrenz�x11 as sl.ca,umtrsorcA +,once :.� ELAN a $$N FtlP 4AM1 LE COVER H'OP F.#@P7 MICK VASOMY,VIENiNK IN TOP CLA6.) BOTTOM OF COVER Y` ABN DPTSONA 59,TO a' ! O,TO C, NPX OEPLN 6F MIX 3fftl'Ci`VNE Fib( TOP OF tbTT(XI.S.R.,29'fOP To R rw 6E USEU f.CLVAT 20Y S$ia.pEf T... l i0 AW A4 FpAME& "- t-� ' COW TO si MF ii P6,Ai# ®� OV .-^^=`^"" OPEN [-f E4CYRF SON Aka%.1' cc W SPACE ut gzI I ,a.� � ....Rope i�z> .�.. °';. .� .2` ' ( �'t ` + c.? -^i any- iNEEr o Pa . : --.-•. ( SECTION. � �° °`. -�.� �� 1 - � � �.-- �, ` �y Lam, }� 7k a' L ea N p -1' Tr4A., t s�AON ' S Cf2 N r vsCD -voYN' *� C7} �t; C'4 _ eTpeaums auv asamvxvsnas aucecrxaN aaxus'-�. m}o G7 ..,_.n1MEhCIVES OF' CC NO%AND DERE pESMFOgGE4M:tFT YAp SLAB �� GUH."C VAADa TOTnt. AkTEnES IN+]ilGTIpNS' CSF v LL 1 29. ^ pxae scan NFOTH ulumBCT6.8 .N 8OX CO,nuc VA" d Z."J �. T_ �.,TYPE #1. �I. n I f'-l'2" Yom- ,.-'. 'V ' . a^A" _ 7 I .- HOMEOWNERS ' _ U -,-t �, Z , TOP W"TON &+kir 1.86 Gel. YA�i.i S Cat L H NQ. CENQTX F Y' F ;..5. R.C. r.w i ". I '.+F„ �. .. a.-2J r"` v) t"x s EXP.JO:NS G A 6 g1,aH 5lAi# iT..PF HT, RE[NF pZN N". 'F r -� Q� I 1' rot U3 /'� tt r-- <a r bd a _ W. a - AS$OCIATION II � _ r MCI ._ --{. i2" 2'4" 2'O 2•:.a Y2 2'-@ 3 p' "3'1' C.i&T a.r8> 0,.1&S 22 D T50 i116 O.42A M / l 9 �./ t I, 1a" 2 3" 2'3' R'6 12 a-0' as^ 3 3" O.iAff O teO 0:2M 24 t).aDT:.;ays o.na8- cal 1_ _ A / :, ALTERNATE � U; CIN YK �.. d' _ sa' 11-1. :'.s• x,. '14 a•'L a'-s 1'-s^ n.4ar aaaY ..222 a4 s.066?1.1111 s.aaa f.A - b"'"�`, �.� SACT%4N a-a w -'' 1 � } 1 �z4^ a o a'-o a q" 1g� a..e a o m u o.zae c x9e -o.asa � I � � I 1 ___ .... ..,.._._ ..._ .,..., 4'''g` --.w-_'-'-�'0�'z --ea �� / FRAM Aff0.8 Ytl€iGNTS - t6S.. fi�rr}} 5q" a,n« a`a 3 9" i6 a.s A-B" a:d 4.9Y5 O aT5 4.298 hi ".aFP t.1A2 O Y21 I Y \ ,,,..^""'`�� l b'�^i as°' p a'-a 4-a za 4-s^ g..oT s-a' ❑ago o 40 a.saa e, a aa1?a RE o_ne' I `P s'E - ""'-"^ r `\ FRAME - 180. �s '" 1 t _ . COVER aD00 21 S`a' 9 8 S 8" tl.56tl G.ER4 o.3>a TY 2 g5e 3`ice 4.$31 l I l as" s 1 s s ae a-s. e 4 a aw a ins o 141 o- Lo :WT rsr a ata 1 7n.arT ( t SC'r8 TOTAL - 800 SECTION �e Lea^ u", a'- 1117:1,1 ass o:as< tae .zna. HEE r 4 1. Od" n 6" -8•-6' S 3" lG 7'3" G l"P d i 042 4 042 0 ItH 146 8 OW'1 187 0,463 I \ \ { E. _. SH 5 OF / kEi t Gr a__.--'' $til T 1 i j i @&" P'fP $ B 5` 5.210, t.2rO 1,518 186 ;i 3 P;;x.W 4.59E TYPE q2 1 5 =. 1 - 40a31 5 �, 4 Soo GRASSED 1 ! A T + . FT. C C AREA ZONE 2 IMPACTS 1 T" NEW J.S. LE-0" rAxlMu � \�` TOP=93.9 -- - NEERIn l �3 INV. IN=89.04 I ---1- ENGINEER �. VARlAHIE. AS DIRECTED 5� THE N F ` INV.OUT 85.94 � 7 JOHN HORSLEY & �OLIINDA SILT E.Nt E_ FABRIC r I l HANOVER MINIMUM 10 GAUGE , NSTRLL J TO SECC7ND�� SOI'"iAFER /// NE WIRES WIRE FROM TOP 1 MINIMUM 12Y2 s-UGE � LOT 21 / � P LACE \ J. 91 I - INTERMEDIATE VI1'S � EXIST. GRAVEL <,. r' � HOMEOWNERS \ TOP a 92,5 f � PATH - / r, f INV. IN-8 .7 - � G AGE 1 , PROVIDE SL"ITA L FILL a4 lI 'moi it-r'; Iy-. , ..,. t ! - '.� 3:111 C? t �� Ii/.�IJT 5 .64 � I N F � MATERIAL,PLACE AND % MARIE WICKS COMPACT OHO FRONT VIEW ;1a LOT 22 COMMON p SILT FENCE_., OV AREA CLEARING LIMITS 3:1 / cae --STEEL Rosi , j \\ _. WOVEN WIRE FABRIC / f� N/F � � �� �� FES - -i SILT FENCE. FABRIC 4 �' JOHNSON LINING TRUST � - `" 7 `` � �� .. �``< \. ' LCAT 2 y\ _ UT�8827 MQMINV USE SILT FENCE ONLY WHEN DRAINAGE AREA ' / / \ L GRAVEL OUTLET DOES NOT EXCEED 1/4 ACRE AND NEVER IN ! 1 "' r/ / .. FES IN 59.0 j � C1� 2.� CLASS QIP- P AREAS OF CONCENTRATED FLOW. ...` x .:...., FOR REPAIR OF :ill FENCE FAILURES i' // & • : `�y �y ,\ GR USE DETAIL 04C ..2 ( J i ' r� KILJn RE FARMS flpMS - -16" MINIMUM. COVER II � ,� N/F ,� �� /. / �. . � FES - ., OVER SKIRT / CARL W. & SARAN r7 _ - _ HOAINC. ' / AL+ �LAD J.S. 2:1 INV. OUT 5 .15 ANCHOR SKIRT AS DIRECTED BY LNGNF_ER � SOT 24 TSP= � INV-8&72 %......_ t = INV.IN=89. 5 f = 2 / - EXISTING d10ODEN a, SIDE VIEW INV.t�4IT 9 EXIST, 36" o BULKHEAD TO REMAIN = �> RCP TO DETAIL No. N/F /1 3 S ✓ w REMAIN � cT STANDARD TEMPORARY SILT FENCE C74000.Q1 ANNE RAlSfS IN �9. .__�. El FEC'TNF, 12'lOfp9 SHEET i Ora LOT 25 / -- f � / y ExlsT.�r.l. ,' % EE PROTECTION UA NOTE: OR 96.9 `�/ MOVE f FENCE REMOVE SEDIMENT FROM LAKE STr_F1 Eu T �� / / SEE NOTES XIST. FES f, / �s BOTTOM ` NEIN PIPE OUTLETS. W.Fr; -LNCE-- _ ��� �4 1 HAkrrwARE cLCT:I-^-�- � � � 1. r ,� . INSTALL `8" NEW CLASS 1 I �% �,. �' RIP-RAP =OLLOWING REMOVAL 44 f �I �` � r � r /x ' � �, ,f �' .�� r OF SILT ±-TNCE � £'LTT' ; ,: _ I �.FiL�R A XIX - \�� rY �f f✓ 'C %j ..R ?I: ?tai.1tACr7E;k QnE.__ i / i 'CIF! G�:.RJ'd�3. ROBERT F $e HANNA CURTIS SutY adr N Nc LOT 1-R p� U HARUWARE A\ EXISTING DRAINAGE FI�fERCr1.....LrA. --. \ - �, ACCESS EASEMENT WA ,Ec Fr SEE NOTES , �...,' l ff/ 4 EXIST. T Fk h Y � �,AJ1 ., C>P >ENC ,.. / IN 15" SILT =EfaGE RCP).='.,91.76 . f FILTV TA8RB0 i (36"RCP)=90,69 / Lar VIEW ` / OUT(.361" RCP)=90:51 c 4'MIN:. M1-11 9C Aa LEAST I". ov. T 99 Z AIE ' ' --I'- t ,7HE WAGHrn -T;1; .. 47rE�ar <t lus, u 1;E: MAX AFNK � `QUt2'P Wl4E t6P<Gi Fl6> FABRc. ORD-040WURE V '�✓ rRONIT V EV' C40TF- IN'RI � A WRAP RA lid 0 UJ-+Ef`ORM TO NArfjR,,\1. Sa!RiEAM CHANNEL, TOP GF iWRA' 4PTUflAL l„£ waT 7Hk a ., E� T3u ,tC1Fd iIAM XROAS}tfte-- Ri®ti RtPit# lANNCL BOF oM AT SEC A-A Maintenance �� �S t °'Ra& 1. CHECK DEVICE WEEKLY, AFTER EACH RAIN, AND AS NEEDED. � � � � � SEAL � 2. RESET OR REPLACE POSTS DISLOCATED OR PUSHED OVER. 13371 3. REPAIR OR REPLACE DARE AND FABRIC TO MAINTAIN FENCE INTEGRITY. C REPAIR AREAS WHERE FENCE HAS BEEN UNDERMINED. PLAN - HANOVER PLACE STORM DRAINAGE IMPROVEMENTS ", a �41 l t4v� °�� 5. REMOVE SEDIMENT DEPOSITS THAT HINDER FUNCTION OF FENCES. ��� Yr °« mms`°m SHEET SILT GRAVELOUTLETSCALE: 1" - 204 OF