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Home My WebLink About20160713 Ver 1_Riparian Buffer Authorization_201607212 0 1 6 0 7 1 3 Karen Higgins NCDWR — 401 & Buffer Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 WATER RESOURCES DEPARTMENT July 20, 2016 Subject: MacGregor Pump Station Elimination Project (SW1168) Dear Madam: mk 2 l 2016 Please find (3) copies of the site plan for the MacGregor Drive Pump Station Elimination Project along with the buffer authorization forms and supporting documentation. The removal of existing sewer pump stations in lieu of gravity sewers is a top priority for the Town of Cary. The MacGregor Pump Station and nearby gravity sewer currently resides in Zone 1 and 2. The station footprint and two gravity sewer manholes are very close to the creek. All areas will return to natural cover once the demolition of the station is complete. See Attachment "A" for detailed map of Zone impacts and removals This project's proposed gravity sewer was designed to cross the stream buffers perpendicular. The sewer line to be bored does not cross the stream perpendicular; it must cross US HWY 1 perpendicular per NCDOT requirements. All the area in the temporary impacts for the gravity sewer installation are grassy or stone driveway. All stone driveway areas will return to natural cover once the sewer installation is complete. Thanks in advance for taking the time to review the plans. Please call my direct line at 919-380-2760 or email me at Jamie.bissonnette(cDtownofcary.orq if you require any further information. Sincerely, Jamie P. Bissonnette, P.E. Utility Engineer TOWN Of CARY 316 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512-8005 tel 919-469-4030 • fax 919-460-4935 9 www.townofcary.org DWR State of North Carolina Department of Environment and Natural Resources Division 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 10-2013 Riparian Buffer Authorization Form A. Applicant Information 1. Project Information 1a. Name of project: MacGregor Pump Station Elimination Project (SW1186) County: Wake -1b. 1c. Nearest municipality: Cary 1d. Subdivision name: N/A 1e. Is the project located in any of North Carolina's twenty coastal counties. If yes, answer 1f below. ❑ Yes ® No 1f. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Owner Information 2a. Name on Recorded Deed: Aqua North Carolina, Inc. / Lord Corporation 2b. Deed Book and Page No. BM1981-00003 / BM1989-743 2c. Map Book and Page No. (include a copy of the recorded map that indicates when the lot was created): BM1981-00003 / BM1989-743 2d. Responsible Party (for Corporations): Town of Cary 2e. Street address: 316 N. Academy Street 2f. City, state, zip: Cary, NC, 27513 2g. Telephone no.: 919-380-2760 2h. Fax no.: N/A 2i. Email address: Jamie. bissonnette(a-)_townofcary.org 3. Applicant Information (if different from owner) 3a. Applicant is: ❑ Agent ® Other, specify: Municipality 3b. Name: Town of Cary 3c. Business name (if applicable): N/A 3d. Street address: 316 N. Academy Street 3e. City, state, zip: Cary, NC, 27513 JUL 3f. Telephone no.: 919-380-2760 3g. Fax no.: N/A DEQ -WATER 3h. Email address: Jamie. bissonnette(ZDtownofcary.org ER PERM)TTING FORM: BA 10-2013 Page 1 of 7 Section A. Applicant Information, continued 4. Agent/Consultant Information (if applicable) 4a. Name: N/A 4b. Business name (if applicable): 4c. Street address: 4d. City, state, zip: 4e. Telephone no.: 4f. Fax no.: 4g. Email address: FORM: SSGP3080 8-13 Page 2 of 7 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 075219701879 & 075219601827 1 b. Site coordinates (in decimal degrees): Latitude: 35.72971 Longitude: -78.807831 1 c. Property size: 65 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Regency Park Lake 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: Generally forested land cover. Site is adjacent to US HWY 1 and is located in the thoroughfare buffer. 3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site 3c. Attach an 8'/ 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: 150 3e. Explain the purpose of the proposed project: Install new public gravity sewer line to eliminate a current Town of Cary operated sewer pump station. 3f. Describe the overall project in detail, including the type of equipment to be used: Approximately 500 feet of 8" gravity ductile iron sewer line will be installed to by-pass the existing Town of Cary pump station, taking it offline. This gravity sewer line will include 3 new pre -cast concrete manholes. A 16" wide steel casing pipe will be installed under US HWY 1 and the creek to the pump station. Once the new gravity sewer is online, the existing pump station will be demolished. Area will be seeded/strawed. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property/ project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown Comments: 4b. If yes, who delineated the jurisdictional areas? Name (if known): Eric W. Kulz, Environmental Specialist Agency/ Consultant Company: Other: Town of Cary 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 project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown 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 3 of 7 B. Project Information and Prior Project History FORM: SSGP3080 8-13 Page 4 of 7 C. Proposed Impacts Inventory 1. Buffer Impacts 1 a. Project is in which protected ® Neuse ❑ Tar -Pamlico ❑ Catawba basin? ❑ Randleman ❑ Jordan ❑ Goose Creek 1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST 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/ required? (sq ft) (sq ft) or Temporary mitigation) T B1 ❑ P ® T Non -Electric Allowable Unnamed ❑ Yes ® No p 57Z Utility Line tributary to Swift O5� Creek B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑ P ❑ T ❑ Yes ❑ No B4 ❑ P ❑ T ❑ Yes ❑ No B5 ❑ P ❑ T ❑ Yes ❑ No B6 ❑ P ❑ T ❑ Yes ❑ No Total buffer impacts 1 c. Comments: New proposed gravity sewer was designed to cross the stream buffers perpendicular. The sewer line to be bored does not cross the stream perpendicular, it must cross US HWY 1 perpendicular per NCDOT requirements. All the area in the temporary impacts for the gravity sewer installation is grassy or stone drive. Note all the stone driveway inside the buffer areas will be removed and returned to natural cover. Utility, Non -electric, Perpendicular crossings - impacts to Zone 1 and 2 are allowable according to 15A NCAC 02b .0233 - Neuse River Basin: Protection and maintenance of existing riparian buffers The MacGregor Pump Station and nearby gravity sewer currently resides in Zone 1 and 2. Did not list the removal and demo of station as new impacts. This footprint of the station and 2 gravity sewer manholes very close to the creek will be removed and returned to natural ground cover. See Attachment "A" for detailed map of Zone impacts and removals. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The new gravity sewer was designed to intercept the existing gravity sewer perpendicular to the stream. The section of sewer bored under US HWY 1 was extended to reach under the stream as well. This will allow construction with no direct impact to the stream bed. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Bore and Jack sewer line under the stream will allow construction with no open cut impacts to the stream. FORM: BA 10-2013 Page 5 of 7 C. Impact Justification and Mitigation, continued 2. Buffer Mitigation 2a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires 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 Catawba) Zone 2 1.5 Total buffer mitigation required: 2c. If buffer mitigation is required, is payment to a mitigation bank or NC EEP proposed? ❑ Yes ❑ No 2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP. 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: FORM: SSGP3080 8-13 Page 6 of 7 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. 1 a. If due to site constraints, a BMP other than a level spreader is proposed, please provide a ® Yes ❑ No plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP of public (federal/state) land? Manual and attach a BMP Supplement Form. 1 b. F. Supplementary Information by First Class Mail via the US Postal Service: 1. Environmental Documentation OR NC DWR, Transportation Permitting Unit 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use ® Yes ❑ No Raleigh, NC 27604 of public (federal/state) land? For all other projects sent by delivery service 1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ® No OR Karen Higgins environmental document pursuant to the requirements of the National or State (North NCDWR — 401 & Buffer Permitting Unit 1617 Mail Service Center Carolina) Environmental Policy Act (NEPA/SEPA)? Raleigh, NC 27699 - 1617 1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: N/A 2. Violations 2a. Is the site 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. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A Applicant/Agent's Printed Name Applicant/Agent's orignature Date (Ag 's signature is valid only if an authorization letter from the applicant is provided.) Send 3 complete sets of this form and accompanying documents to the following: For government transportation projects sent For government transportation projects sent by First Class Mail via the US Postal Service: by delivery service (UPS, FedEx, etc.): NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699 - 1617 Raleigh, NC 27604 For all other projects sent by First Class Mail For all other projects sent by delivery service via the US Postal Service (UPS, FedEx, etc.): 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 - 1617 Raleigh, NC 27604 FORM: BA 10-2013 Page 7 of 7 NC Surface Water Classification ' _ aRhle'L'ti:Rrt pep. � Pro'ect Locatic �.tN wa�tlyd be r �pJ J I - rural If ' RuDtuty7hAtt? MaY aN ,.; e i' NYi'+'a'vP tel'" SCJ as 'y, Natral .. .., Am. o c Z t 3 ? c �vxrc C M s rr .a«a y`1F C Ruse _.:ar July 12, 2016 Surface Water Classifications 1:18,056 0 0.225 0.45 0.9 mi 0 0.35 0.7 1.4 km Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, Gwasse, IGN, Kadastet NL, Ordnance Survey, Esri Japan, METI, Esd China (Hong Kong), misatopo, Mapmylndis, ® OpenStreetMap contributors, and the GIS user Community NCDENR Div. Water Resources NCDENR - Division of Water Resources I State of North Carolina DOT, Esri, HERE, DeLorme, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA O u n 35° 43'39'N Custom Soil Resource Report Soil Map 697940 698010 698080 698150 698220 698290 698360 698430 698500 696570 3 Map Scale: 1:3,270 ff printed on A landscape (11" x 8.5") sheet. Meters NN 0 45 90 180 270 zzzz= Feet /V 0 150 300 600 900 Map projection: Web Mercator Corner coordinates: WGS84 Edge firs: UM Zone 17N WGS84 8 gg 35° 43' 54" N r"S 35" 43'38"N 698640 3 I;. Now or Formerly E. R. WALKER, HEIRS I, Ru.o A. Cooper being duly sworn say that this plat is In all respects correct to the best of my knowledge and belle/; that this Plat w s prepared from dg:.'..,u field Survey made by me and completed. ,that this property i5 a par[ of the land described In deed book vol. ,page ;that the error of closure Is Notes. Now or Formerly A.J. HARRIS, HEIRS L Registered Land Surveyor - No tary urveyorNotary Public In and For the County of vcr� d State of North CaIna, do hereby certify -F—_ G -- appeared before me this day and acknowledged the due execution of theforego) ng ce to and witness my hand and notoria) s4alY�}i3s:fhA 3 day of "J X30 .•......... ^ My c` mnission expire:P1JBLVz -g \OiAR}• `( Notary Public Now or Formerly LESLIE S. GLASS, HEIRS Cer_f;ear= of Annrfor .'condi aa: I hereby certify that thr. subdivision plat sho.m hernon bas boon ro,md to comply with the subdivision regulations for Cary, North Carolina, with "" c cepti on of such var l antes, if any, as are noted in it,e .f the Planning Commission and that has been approved for recording in lts tl,e office of the County Recorder. Date. Z _Planning Datect- Certificate of A r vol and Acce tante of Dedications: / 1• ��+-L•_ o the Town Clark and Treasurer of Cary, North Carolina, o certify that the Town of Cary, approved this plat or map and accepted Che dedication af.the* streets, easements, rights-of-way And Public parks shown thereon, but assume no responstbility to open or ..Intal. the so-' me until In the opinion of the'governing body of the Town of Cary. It Is In the public interest to do so. Z 199! Data n.,r - Recorded in T--- 4,C Book Page N W ' - --- _ -- -�- --- - ---- -BOOK 1981 PAGE 03 ,. Now or Formerly r LOT �3JI I Now or Formerly IMacGREGOR DOWNS, INC.r MacGREGOR DOWNS , INC. ( As Previously Recorded B.QM. 1980, P. 892, W.C.R. ) S S LOT 31 61.687 Acres I i / JL�__ � g!, ea' R/W L ° 708.24' I i I w O 0 I O i A I� nl 20' Ingress, Egress, General Ufility and Drainage - Easement RIO260 DEPARTMENT OF TRANSPB;;TATIDfI DIVISIdN OF HIGHWAYS PR0P0iEO S:iCO;Y1:101f I,O.AD CONSTI1 T12.'. °".*".". TENTIfICATION APPP.OYCD__ t mL m .neat DATE_ZT.k1V Reference: Book of Maps 1980, Page 693, W.C.R. NORTH CAROLINA ARF CO i ONTY Thr I. rofBra� of Not., -� Nolan De) fare) redified to he mrre,t Thi, imimment wu v erred fen regbtralion and rerarded in M1i�t,foffice�. a ThhdaY No I O I � ~ M 0 (D A W firm � v j Z 0 U _ I Date 3 Nwember1980 "Scale Sheet Lof I Dr won by R. L. C., Jc r12evisions_ I I Cv[y(wrv!<ue..,Wb aaddadimA've 1NU mwlm N.,N.°emdPw Arww°.` LEGEND vndanwwNab•.d. 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PRINCE , CERTIFY THAT THIS MAP N'A FROM IECT SUPER- DRAWN UNDER MY E (OR UPER 6UiON) MADE BY ME IOfl NY DIRECT SUPER- �xA ONOEfl VISION) VISION)-(DEEO DESC0.IPTIOV RECORDED IN BOOK [u, [nn[ x Nui, PAGE =1' THAT THE RATIO OF PRECISION AS CAUCLLATED BY LATTY) ES AND DEP' / *INa 3r[• E� [I�iX w ARIURES Is K/IGD.O-e-.1 THAT THE BOUNDARIES NOT SIAVEYED ATE SHOWN AS BROKEN LINES DRAWN FROM INFORMATION FOUND N BCCX � / yy PAGE — •THAT THIS MAP WAS PREPARED IN S N u ACCONDANC WITH G5. 97-30 AS AMENDED. 01'RIE55 M 1 D i0 sEA1 TMBCl DAY OF r ,. .6561 NC.1 .`v,0'• �✓•• `I) NORTH CAROLINA Z_ WAKE COUNTY %•• PUB\•\ j Y: LAMB PRINCE. A NOTARY PUBLIC FOR !� Q 1• GAYLE . ,- AREA= 3.5 5 5 A C. SAID COUNTY AND STATE 00 HEREBY CERTIFY ,�''ryJ%gKE a COIN+••• THAT ALBERT E. PRINCE PERSONALLY APPEARED "'NrN„Irrl•„•• BEFORE ME THIS DATE AND ACKNOWLEDGED THE IBY D...) I (_ N Ed DUE EXECUTION OF THE FOREGaNG INSTRUMENT. MY COMMISSION EXPIRES 0 - 29 -�92 IDOAY • 1/\� I CJI Mm z SEAL THIS i 'F -„ •m �RY KO Q w ub '�” Naa .•I PUBLIC. " U a, LLJ n::. _ . �a •.rld 8. • . D ��•,•r d 0..1• d ,r. C. �Iiill::i:r.:,:...•un_"n - u STREET M— DETAIL � Ti ^( .-i. `',.ter e,.i.:�r"N. «.•..e. ^..%. Ein d uI.I� w• ��` t ^ • ArwUa°r 01 I fel M 111 • V wf Srauw.•• � aFN[NT � ,„,.,� `. � .L19A.T5-r—�—NBE°li' °y+ � •�. .T b�'I.� nP.a w�Yl. ;wN[I 6� 1 - i.,. �N N. ,•P++r.l:l C.rDI f 9:� � I °„ S. MACKENAN W' = COURT n NORTN CAROLINA •WAR[ COUNTY ,., ,,,C[r vn,u �' - - Q �\•a .. ..._ AeNT.IN[N w•,mo cP,� rA•! .pom mdmNN nn. m_... .. ...... ......... � P.N. »N, aI' :( . R•OTUs •Rc m cxPRO enG " UD N�['y RN«r U) 0.,•,))luN) « nllbd to b. con•«. 7nn iN,l,um•M n, % eOe:AS. AN.N a W Ua pn,•MM lar npiOnRm1 ,Ad rNOrded M N6 Mot ; z].p0 1.]G / ]7.NA ]2.]2 69 R ]0•Sa•D]-[ dj111��-{�-�A��A� E_ NLj fF �I W� 19�9..1C°o`�FaAy. ; 21:oo 'o:',r•s:•��: ._..... PF FEREN CE '9.70 a9.T0 }rrI Z[p Lu J v Y 5 11 12 R x G e r. R•nP C. MII1iA3„P�1iln I B d, 6 6].50 „ ' L19BI-w NCB. g ou M—:� rf 2.623. 95 T. BY. ...-...-'-- 'p~q•••�/•� ]. IONING- INDUSTRIAL PERFORMANCE Ole V ReElallr NT Drf• NOTE! M.C.GRID MONUMENTS NOT FOUND ,a cnm /�y CLU) �Q WITHIN 2000: •]NE ,GTNNcl. �nr TN16 Py�in TO BE RE�RD G N6�� •2-[ %S PP nNa Na [ 1 . NPN•].•.2•N ^GREGSON�DRIVE A J AFTER DAY OF 1 COP/ TO BE RETAINED FOR THE . Q • sd CITY. THIS t. SCALE UMHSfJ1Y 150 % _ RECORDED IN MAP BOOK/707 PAGE � WAKE COUNTY. D 25' sa ..dzoo \ xr ••• r •••;:,�rq� �.Y4�,F •• �SF� . FgSF �R�F�`.� ••4V#MFNr rod FgSFMF�I%r �- G/''q ••4* -1 q�. cFSS •� \ ♦ X ♦ WI � • PRO 'P. BORE PIT i " -�` MH3 856 SF. ••�• j 406 SF. I i AREA I ,; - KpG �' F+ c' GENERAL NOTES: 1) THIS IS NOT A BOUNDARY SURVEY. 2) COORDINATES SHOWN HEREON ARE BASED ON NC GRID (NAD 83). 3) WETLAND LINES WERE DELINEATED IN THE FIELD BY 4) BOUNDARY LINES SHOWN HEREON ARE BASED AS STATED ON INDIVIDUAL SHEET. `P-MH1 4. V- 4V i 166 SF.. � - 1 ` ZpN�gvFF�� P PR\PN 100' THOROUGHFARE BUFFER 20' 10' 0 10' 20' 40' SCALE: 1" = 20' GRAPHIC SCALE ♦ W .\ L) z W L �\ X \ W ` r PROP. 340 L.F.\BORE & JACK mm> _ 1 13+00 1 30 / va PR\PN �I I Ld w YKME1;1: NW -1150 MACGREGOR PUMP STATION ELIMINATION NEAR GREGSON DRIVE, CARY TOWN OF CARY WATER RESOURCES DEPARTMENT 316 N. ACADEMY- STREET CARY, N.C. 27513 STORM WATER PROJECT SCALE: I"= 20' ENGINEER ENGINEER JANHE JULY 15, 2016 N/A BISSONNETTE R AREA I TOTAL NEW TEMPORARY RIPARIAN BUFFER IMPACTS ZONE 1 IMPACT = 856 S.F. / 0.02 ACRES ZONE 2 IMPACT = 572 S.F. (166 & 406) / 0.013 ACRES AREA II REMOVAL OF EXISTING IMPERVIOUS AREAS ZONE 1 AREA = 186 S.F. (CONC. PAVEMENT) ZONE 2 AREA = 78 S.F. (CONC. PAVEMENT) 19D10:4Z113 EXISTING PROPERTY LINE R EXISTING RIGHT-OF-WAY - EXISTING IRON PIPE OO EIP PROPOSED DEMOLITION AREA ZONE i IMPACT AREA ZONE 2 IMPACT AREA I INDEX OF SHEETS Descripti Sheet No. on Of ARY 1 COVER SHEET 2 PLAN P & ROFILE NORTH CAROLINA 3 DETAIL SHEET 41 n I q L) r 316 North Academy Street Cary, N.C. 27513 Tel- 919-469-4030 Fax- 919-460-493.5 www.townofcary.org Project Limits - Gregson Drive To Regency Parkway vroNjectNo. SW11856 Contact Information - 919.380.2760 Total Sheets K SITE DATA 8 inch DIP 477 L,F- Bore & Jack 340 L.F. 30 inch Casing 1 Location ( Bored under US HWY-1 REVISIONS Date Description Survey for this project was completed by Town of Cary professional'; land surveyors. Coordinate control based on the following: Horizontal NAD83 Vertical NAVD88 Drawn By : . C.CHEN Designed By - J. BISSONNETTE Date- 5/30/2016 NEW SEAL Stephen I B�rown MW SEAL Internal Control Approval Authorizing Release By The Town of Cary Water Resources Dept. (Check Indicating Type of Plan) — Final Drawings (No Marking) Certificatii : — Preliminary Drawings - Do Not Use For Construction — Progress Drawing - Do Not Use For Construction — Final Drawing - Not Released For Construction Final Drawing - For Review Purposes Only Not a Certified Document as to the Original Document but ONLY as to the Revisions SHEET I - 3 NOS ORMLI AQUA IH aR0 .N,Y !NC 202 E N4N G4 CTB 13. PG OO r C �•` E3`' 19 _ 'G 0 '.5 EXIST. 40' TOWN OF CARP �~' PUBLIC UTILITY EASEMENT ®" •�' •`- COORDINA S : Y JB P -MH CONTRACTOR SHALL PLUG EXISTING '�� ®"••0 4- FORGEMAIN AT DISCHARGE MANHOLE ` � . Q SEE COVER SHEET FOR LOCATION ` DISCHARGE MANHOLE - 2 COST E INCLUDED LIE EX PAVED Ak. ss i s PUMP STATION DEO (LS), ROAD — _ I CONTRACTOR SHALL USE EXISTING EASEMENT (PAVED ACCESS ROAD) i TO ACCESS SITE FROM GREGSON DR. SEE COVER SHEET FOR LOCATION I ANY DAMAGE TO THE EX. PAVED REQUIREDROAD WILL BE TO BE FIXED AT NO ADDITIONAL COST TO THE OWNER, X MIT 'C' RIM= 381.842' !NV. -372.342' I t 100' THOROUGHFARE BUFFw:� I I I PROP. MH3, STA. 14+11.27 PR OVIDE A STANDARD 4®F7 PROP. MH2, STA. 14-51.94 I DIAMETER PRE—CAST C PROVIDE A STANDARD 4—FT H E 2A RING _@@ 4 r �S DIA ETER PRE—CAST CONCRETE IAND COVER. � k s NHOLE STH E 2A DIMt- NOTE: NO RELEASE RNH~ • •cR�M�AG COVER. TOEABANDONEDALONG 500—PSICEMENT EXISTINGF N ROUTE (1,2 LF). GROUT GC p .® {TyP,) EX. GRAIL AccEss REMAINING DISTURBED ROAD TO REMAkN\ �P� AREA TO BESEEDEDiG ST �c LOCATION B-1 i . VARE FENCE 64 AND STRA EX (TO BE ABANDONED) SEQUENCE CONTRACTOR1) THE CONSTRUCT AND TEST ALL GRAMTY SEWER. 2) THE CONTRACTOR SHALL GET COMPLETED GRAVITY SEWER ACCEPTED BY THE TOWN OF 5 Y. 3) THE CONTRACTOR SHALL SWITCH FLOW FROM THE PUMP STATION TO THE NEW GRAVITY FF;WHILE PROVIDING IN SEWER SERVICE. 4) THE CONTRACTOR DAYS FOR THE TOW4 OF CARY O DISCONNECT POWER AND WATER SERVICES TO THE KIMP STATION. DEMOLISHED5) THE TOWN OF CARY WILL ALSO SALVAGE ANY EQUIPMENT FROM THE PUMP STATION ING THIS PERIOD. ONCE THE PROJECT ENGINEER Oy.. TIFIES THE CONTRACTOR x . . � gie' i PROCEED.: ISCARDED BY THE CON1RACl"CIR. 6) THE CONTRACTOR SHALL COMPLETE DEMOLITION TO THE PUMP STATION ACCORDING TO THE STANDARD SPECIFICATIONS. SOIL BORINGS � PERFORMED -; ECHNOLOGIES, INC MARCH 2016. III 1911 I II I iIY I�I I 1111 s • . ,. IX SECTION 22000 FOR LOG REPORTS. ,II I BORING " yR.O' J MEDIAN, INV.=369.449' EX, MH"A' 4 Rye C REC. PIT i (TO BE ABANDONED) •� SS ENV 367 946 1 ACGREGOR PARK PUMP STA TIONQ 'oP "•e\•�� x- _, I 4" GIP FORECEMAIN AND SURROUNDING GRAVITY" SEWER & MANHOLESWILL N t ��e��P� � � E ABANDONED ONCE BORE AND E j T"> k GRAVITY SEWER LINE IS ONLINE, � 1 ry �� .y Z Y + ve Ah �. EX. GRAVEL ACCESS ROAD TO REMAIN TO THIS aft POINT 50' TO EX. FENCE SEE ENLARGEMENT OF EX. =PUMP STATION THIS SHEET I srORV EXIST. 20' TOWN OF CARP PUBLIC UTlUTY EASEMENT -w c�9�oo a c rix, EX. PARKiNL OT t �Q F PROPOD PT546 1 SILT FE CE 0—P T MH SS' {22 GR T PlUCIGm RIM=387.374' I E INV. OUT=371.504'^a ��®•' I PROP. MHT, STA. 14-X77.20 � I PROVIDE A STANDARD 4 ---FT e DIAMETER PRE—CAST C(**CRETE DOGHOUSE MANHOLET TYPE 2A RING AND GOV R. Q m MR Ei v 100' THOROUGHFARE BUF 13:R I I I I I `S I 4 �a L) I I k I ORE EX. WIRE FENCE I 11 t� r l� ' I IIr I CONTRACTOR SHALL USE EXISTING EASEMENT TO ACCESS SITE FROM REGENCY PARKWAY. ' ( SEE COVER SHEET FOR LOCATION g 4 ,I a EX. PARKING LOT !I i a 0 EXIST. 40` TOWN OF CARY I; PUBLIC UTILITY EASEMENT EXISTING SEWERNOT IN SERVICE ` U TIL PROJECT COMPLETE. RIM=387.298 _ ; I EMOSTI' G H TO CC}MPLE BORE, INV.=364.29 t ONCE BORE COMPLETE, INSTALL MEW MANHOLE X.MH4 AND CONNECT TO EXISTING SEWER. Ie , EX. MH `4V6' II, - R It -I 'CAROLINA RIM=382.499' I I INV 363.98' REMOVE REPLACE ASPHALT I I ACCORDING TO STANDARD ! I DETAIL 06000.01 t Ia-- REMOVE REPLACE STANDARD CURB & GUTTER ��ATE i REMOVEEPLACE EX. DUMPSTER ENCLOSURE ENTIRE 44'x-8 DIP SS (DO NOT BLOCK) (MATCH EXIST. GRADE) I PROPOSED I SILT FENCE {110 L,F,} I 100' THOROUGHFARE BUFFER I I I I vom..,t ,: 111 A Z MH#8 COORDINA S : Y JB P -MH 1 N=720595.47014 SCALE E=2056997.7618 Till . I� �I� P -MH 2 N=7211618.9846 E=2057006.9452 P -MN 3 N=720636_2554 E=20570143.7606 E -MH 'W7' N=720328.57901 • E=20157232,9620 E -MH 'W6' N=720293.7940 E=205726$.9870 o a I ' r r. r. i r r f vom..,t ,: 111 A Z CYT 0 �;iONE ACCESS ROAD a �f / EDGE OF CONCRETE PA'v MENT rn c� rn m x_ x - EX. FENCE > W i R MC:. ER x 2'X2' VALVE BOX x w x EX. WATER PIB a 0 x �g w w � 0 c� z m POWER Pot � � _ 2'X4' WET WELL � ACCESS GT a+N, Ix 's y } Vc S V 500—PSI CEMENT GROUT 'PLUG'--` EXTENDING AT LEAST 2®FTINSIDE EX. E MAIN IN ORDER PROVIDE A WATER TIGHT SEAL .) SIX (6) PLUGS TOTAL ON THIS PROJECTII NOIF- MACGREGOR PARK PUMP STATION LAY -OUT SHOWN FOR BIDDING PURFIOSES ENTIRE PUMP STATION TO BE DEMOLISHED. F_ z Ld w Q w t -- w 0 C) w Q w 0 Lo EDGE OF CONCRETE PAVEMENT EXISTING MANHOLE'TO BE ABANDONED. LINE ITEM — .. EXIST. PUMP STATION LAY—OUI NOT IN SCALE II m JIESIGN : Y JB ]PRAWN f' SCALE HOR:4 Till . I� �I� � w » • -; � � • -�. a r -� +� CYT 0 �;iONE ACCESS ROAD a �f / EDGE OF CONCRETE PA'v MENT rn c� rn m x_ x - EX. FENCE > W i R MC:. ER x 2'X2' VALVE BOX x w x EX. WATER PIB a 0 x �g w w � 0 c� z m POWER Pot � � _ 2'X4' WET WELL � ACCESS GT a+N, Ix 's y } Vc S V 500—PSI CEMENT GROUT 'PLUG'--` EXTENDING AT LEAST 2®FTINSIDE EX. E MAIN IN ORDER PROVIDE A WATER TIGHT SEAL .) SIX (6) PLUGS TOTAL ON THIS PROJECTII NOIF- MACGREGOR PARK PUMP STATION LAY -OUT SHOWN FOR BIDDING PURFIOSES ENTIRE PUMP STATION TO BE DEMOLISHED. F_ z Ld w Q w t -- w 0 C) w Q w 0 Lo EDGE OF CONCRETE PAVEMENT EXISTING MANHOLE'TO BE ABANDONED. LINE ITEM — .. EXIST. PUMP STATION LAY—OUI NOT IN SCALE II m SHEET 110. ABANDON2-3 JIESIGN : Y JB ]PRAWN f' SCALE HOR:4 • a • a SHEET 110. ABANDON2-3 JIESIGN : Y JB ]PRAWN f' SCALE HOR:4 SHEET 110. ABANDON2-3 2'-6- 2" GALVANIZED VENT AT HIGH END OF CASING. (3) HEX HEAD 3/8"-16 A JOINT FILLER 2'- 0 6- VENT TO HAVE INSECT SCREEN WELDED TO END. -- B ZINC PLATED BOLT WITH ZINC WASHER 5 �yl 6" Nga, MAINTAIN 50' MAX. BETWEEN VENT TO BE USED FOR ALL STREAM CROSSINGS, 3 0' & ZINC COATED STAINLESS STEEL NUT 1/8- RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS. 3" RADIUS 1/2- RADIUS NOT REQUIRED FOR TYPICAL ROADWAY BORES, �GRADE CAST -IN `11:�;IT �TF=TMf�jIf=-If 1/8- RADIUS- 3" RADIUS 4 ENCLOSE ENDS NTH 8" BRICK MASONRY .1 -11 A I F�=l I STAINLESS (o (SEAL WITH NON -SHRINK GROUT AS REQUIRED) STEEL ENCASEMENT PIPE 11=11' �SPECIFICATIONS- STEEL ROD L SPIDERS 1. GRAY IRON. STEEL A 1 2� COMPLIES NTH AS A48 CL358. U119 IF A 3. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE, 4, DOMESTICALLY MADE AND MANUFACTURED FRONT -ELEVATION SECTION A -A L -IN THE USA. TRANSVERSE EXPANSION JOINT A SIDE ELEVATION (CARRIER 16, PIPE) a COMBINATION CURB AND GUTTER 0 1/8" RADIUS I i -- R Y 1 Y2" RAISED LETTERING Tr r-- 11 I=--- -TTI Z-1 (RECESSED FLUSH) '==I I F -=l I r -=l I F 2'-0' 2'-0- 1-3/4- R A CARRIER PIPE DRAINAGE GRAVEL SLOPE TO DRAIN (4) 1- DIA. HANDLING HOLES 0 25 cN 1 /8" R 3/4" R CNA 29 3/4" DIA. B.C. SUP JOINT D.I.P. CARRIER MAIN ZN (10 CU. FT. STONE) FOR ALL EXCEPT RECLAIMED MAIN B -,O-j COVER SECTION FRAME SECTION 0.04 4 /4WEEPHOLE AT LOW ELEVATION 3 COVER TOP MEW POINT OF CASING CARRIER PIPE STEEL ENCASEMENT 41 NQIEF2 PIPE CAST -IN GROOVE FOR 9. STEEL SPIDERS Y4" DIAMETER NEOPRENE GASKET EXPRESSWAY GUTTER 1. STEEL "SPIDERS' SHALL BE USED FOR SUPPORT OF THE CARRIER PIPE (FOR USE ON ALLEYS ONLY) 1 6' WITHIN THE CASING PIPE. 25 2 7 2. A MINIMUM SPACING OF 2 SPIDERS PER JOINT OF CARRIER PIPE SHALL 6"x 3/8' STEEL PLATE 3 BE REQUIRED, /4" MEDIAN CURB AND GUTTER 3. THE SPIDERS SHALL BE SPACED EVENLY ALONG THE CARRIER PIPE WEct 5' CONTINUOUS LD SIDE ELEVATION SUCH THAT EACH SPIDER SUPPORTS THE SAME UNIT WEIGHT OF THE A 6 CARRIER MAIN_ 44-- --1 4 BOTH SIDES (TYP.) 25 /V4"- TOTES: �TE S: 4. FOR CASING SIZE SEE STANDARD SPECIFICATION SECTION 05000. 3/, 1, CONCRETE SHALL BE 3,000 P.S.I.28"- 2 ��/j 6' 5. RECLAIMED UNE SHALL BE PVC NTH RESTRAINED JOINT PIPE. R. -A 1 CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. 32' (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) ENDtl CO IIER SECTION 3- FINISH ALL CONCRETE NTH CURING COMPOUND. FRAME SECTION A.B.C. UNDER STANDARD 4, REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER ELEVATION A -A A -A f CURB & GUTTER SUPERELEVATION RATES. a�aj' tai DETAUL No.- DETAIL No. - STANDARD MANHOLE RING AND COVER (TYPE 2A FOR DFrAffi No. URB STANDARD CONCRETE CAND GUTTER 03000.02 STEEL ENCASEMENT & CARRIER PIPE 05000.02 OUTFALLS OR UNPAVED AREAS - WATERTIGHT APPLICATIONS) 07000.03 I SHEET 1 EFFECTWE: 12' I Of if;o SHEET i, I U SHEET 2 OF 4 EFFE(71W: I OF 1 : 1 ..... .. .. .... STANDARD MANHOLE RING & COVER A A8 W-10" MAXIMUM (SEE DETAIL 07000.03) B MH RING MANHOLE VARIB LE AS DIRECTED BY THE ENGINEER USE FOUR 3/8 IN ANCHOR & COVER BOLTS TO BOLT FRAME TO SPACER. 7 USE ROPE MASTIC SEAL BETWEEN SPECIFICA71ON TIME (MIN:SEC) REQUIRED FOR PRESSURE DROP FROM 3412 TO 2-1/2 PSIG II FRAME & SPACER. L PIPE PI -j E NOWNAL PIPE DMWEM (INCHES) =SILT FENCE FABRIC 14 15 16 18 20 21 24 27 30 36 42 MINIMUM 10 GAUGE INSTALLED TO SECOND MINIMUM 12)/2 GAUGE E 8 10 12 WIRE FROM TOP, I LINE WIRES TlER UNIT INTERMEDIATE WIRES 25 7:33 9:26 11:2013:13 14:10 15:11 17.00 18:53 19,48 22.40 25:30 28:19 34:00 3W40 A TOP VIEW 50 7:33 9:26 11:20 13:13 14:10 15-11 17:00 18-53 19.48 22-40 25:30 28-19 34.00 39.40 75 7:33 9:26 11:20 13:13 14:10 15:11 17:00 18:53 19'48 22:40 25:30 28:19 34,00 52:35 GRADE I --- ---- --- HEIGHT ALL LIFT HOLES WHICH COMPLETELY 100 7-33 9:26 11:20 1313 14:10 15:11 17:00 18:53 19.48 22.47 28:51 35:37 51:17 69-48 40_0® OR 5,-O. VARIES PENETRATE THE MANHOLE SHALL BE -- --- ---- DIAMETER FILLED NTH NON -SHRINKING GROUT z 125 7:33 9:26 11:20 13:13 14:10 15:11 17:00 19m47 2148 28,29 36:03 44:31 64,06 87:15 FRONT VIEW 150 7:33 9:26 11:20 13-13 14:10 15-12 19:14 23:44 26-10 34:11 4316 53:25 76-55 104.42 ALL EXTERNAL JOINTS SHALL BE SEALED ui 175 7:33 9:26 11:20 13:34 15:35 17-44 22:26 27-42 3032 39*53 50:28 62:19 89:45 122:10 RISER UNIT NTH AN APPROVED JOINT SEALING MATERIAL---_" 200 7:33 9:26 11:24 15:31 17:48 20:16 25:39 31:39 34:54 45:35 5742 71:13 102-36 139-36 ul STEPS 16'225 7:33 9:26 12:49 17:27 20:02 22:48 28.51 35:37 39:16 51:17 64:54 80:08 115:24 157-03] STEEL POST MANHOLE STEPS ALONG A VERTICAL WALL 0 --- - ON CENTER OVER THE EFFLUENT PIPE AND VERTICALLY WOVEN WIRE FABRIC 39:34 43-37 250 7:33 9.53 14:15 1 19:23 22:16 25.20 32:03 56-58 72:07 89:02 128:12 17430 IGN ALED (SEE DETAIL 07000.02) - 141:00 191:57 10' MINIMUM Z 275 7:33 10:52 15:40 21:20 24:29 27:52 35:16 43:31 47:59 62.40 79.19 9T56 SILT FENCE FABRIC w -- BASE UNIT -i O-RING OR BUTYL RUBBER JOINT-----_ 300 7-35 11:52 17:06 23:16 26:43 30:23 38:28 47:29 52:21 6822 86.32 106:48 153:54 209:25 110MI. 7 79:46 101:W 124:42 179:30 244:19 -FILL SLOPE PIPE PIPE 350 8:52 13:51 19:57 27:09 31:10 352 44:52 55:24 61*05 USE SILT FENCE ONLY WHEN DRAINAGE AREA -- CONCRETE INVERT CONCRETE INVERT DOES NOT EXCEED 1/4 ACRE AND NEVER IN C14 2 %A MEETING SPECIFICATIONS400 10:07 15-50 22:48 31:01 35:37 40:31 51:17 63.19 69-48 91:10 115*24 142"30 2ftOti 279:13 � - PIPE 8 MAXIMUM -- - - FOR REPAIR OF SILT FENCE FAILURES -13 -31 102-36 129-48 160:18 230:48 314:07 AREAS OF CONCENTRATED FLOW. 450 11:23 17:48 25:39 34:54 40:04 45:35 57:42 71. 78 USE DETAIL 04000.23 -- -- -- 6. 1 -30 50-39 64:06 - 178.06 -02 GRADE BEDDING (#57 STONE) 8- MIN. THICKNESS 500 12:39 14.00 144:12 12 k47 2& 38:47 44:31 79,08 87:15 25624 349. EXTENDED BASEQ_a 61- 6" MINIMUM COVER OVER SKIRT # SECTION B -B Ii 1. ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED ANCHOR SKIRT AS WITH A CONCRETE CORING MACHINE, DIRECTED BY ENGINEER 2. ALL MANHOLES SHALL BE VACUUM TESTED. SECTION A -A 3. EXTENDED BASE REQUIRED FOR ALL MANHOLES NTH MORE THAN 12 -FT DEPTH OF BURY. L PROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS SIDE VIEW AND 0,2 FOOT IN -OUT DROP FOR AN RUNS. DET AM No. DETAM No. DET No. STANDARD TEMPORARY SILT FENCE 04000.01 STANDARD PRECAST CONCRETE MAN -HOLE 07000.01 STANDARD AIR TEST TABLE 07000.16 SHEET 1 OF 1 EF.FF)CTW SHEET 1 OF 3 EFFECrIVE: 12/1:0:/:0J9 2!EET I OF I EFFECM 1 70' MINIM NOTES: BUT SUFFICIENT TO KEEP 1, PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE 1. VERTICAL SPACING = 16" O.C., ON VERTICAL WALL ONLY. SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED. 2. STEPS TO PROTRUDE MINIMUM 5" FROM FACE OF STRUCTURE WALL. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN 3. STEPS SHALL MEET THE REQUIREMENTS OF ASTM C478 IN ADDITION THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING,CORROSION RESISTANT TO A HORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED. THE PUBLIC ROAD, MATERIAL 4. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE. 25' OR WIDTH OF 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO PROPOSED STREET, THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE EXISTING 2"-3' STONE TO BE USED - WHICHEVER IS THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE 1/2- DIAMETER GRADE 60 5. NO STEPS LOCATED INSIDE MANHOLE CHIMNEY. ROADWAY (RGE STONE RAILROBALLAST) SUOR AD GREATER. FINANCIAL RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF STEEL ROD CARY MILL CHARGE TO CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER. SECTION \AEW 2" MIN. PLAN VIEW NEW CONSTRUCTION 70' MINIMUM EXISTING ROADWAY T27 6' MIN. GEOTEXTILf FABRIC UNDER STONE ENCAPSULATED STEEL STEP CROSS SECTION DETT AM No. DETAIL No. STANDARD CONSTRUCTION ENTRANCE 04000.07 . . ..... MANHOLE STEPS 07000.02 E,i--TWE: 12/106 I OF 1 E 1 / SHEET 1 OF I wROJ.# z DESIGN BY: JB DRAWN BY:- CCC DATE: 5Z3OZ2016 SCALE HOR: 1--40 SCALE VER: 1 " =4' U) z Lli 0.0 z 0• L, 7) 0 Ii NJ LLI wROJ.# SW1186 DESIGN BY: JB DRAWN BY:- CCC DATE: 5Z3OZ2016 SCALE HOR: 1--40 SCALE VER: 1 " =4' SHEET N 11 'm 10.3