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Home My WebLink About20120669 Ver 1_More Info Received_20120806GRL ENGINEERING 7046 East Stanley Street Four Oaks NC27524 (919)983 -2608 Ms Karen Higgins NCDWQ Central Office 1650 Mall Service Center Raleigh NC 27699 -1650 !�-ot,L, q Bnan R Leonard PE PLS August 6 2012 Re Response to Request for Additional Information — Budding Expansion for Cloverleaf Cold Storage Dear Ms Higgins This response for the above referenced project is in regard to a Request for Additional Information Letter from your office dated July 31 2012 The following are my comment responses according to Mr Danny Smith s original numbered comments We are hereby submitting to you our current site plan as coordinated with NC Division of Land Resources which now phases' our construction of the gravel drive in Zone 2 of the buffer We currently are only proposing to grade and re vegetate in Zone 2 of the buffer which is an exempt' activity in accordance with 15A NCAC 2B 0233 The gravel drive is now shown on our plan as a future phase which will require new /modified approvals for erosion control and buffer impacts (including purchase of mitigation credit if required) from NC Division of Land Resources and your office However our plan as it currently stands is considered exempt from buffer requirements and mitigation is not required We understand that our plan is likely not considered a low- density project by the state and as you stated the project therefore must meet or provide certain controls for TSS or other pollutants The Town of Benson is an NPDES Phase 2 Community and is required to adhere to the same post construction requirements for stormwater Furthermore the Town of Benson has a Memorandum of Understanding with Johnston County whereby Johnston County reviews and approves these Phase 2 post - construction requirements for stormwater A stormwater plan has indeed been prepared that removes at least 85% TSS by using a permanent wet pond on the site and this stormwater plan has been reviewed and approved by Johnston County on behalf of the Town of Benson We are providing to you a copy of the stormwater approval obtained through the County for the Town of Benson We trust that our stormwater plan as approved verifies the TSS requirements and other Phase 2 requirements for post - construction I trust that the responses above address all of the comments according to Mr Smith s request for,more information On behalf of the Applicant I would appreciate NCDWQ s continued review and expeditious approval of our 401 certification Please contact me if you have any questions Sincerely B BRL ENGINEERING Brian R Leonard PE PLS BRL/brl IV AUK - 6101p t Cc Brandon Gleeson —11�01 Wyatt Brown Lauren Witherspoon Attachments Current Site Plan —4 Copy Sets as Requested Approval of Phase 2 Post - Construction Stormwater Plan from Local Jurisdiction —1 Copy 2e ,-t west v % i 7124h7l Ahwil"I 1-616"WIly DEPARTMENT OF PUBLIC UTILITIES POST OFFICF BOX 2263 SMITHFIELD N C 27577 (919) 989 5075 Jul) 25 2012 C CS Realty Alin Willi -im Ro nk Fe►ges 2800 Cloverleaf Cotllt Sioux Cit} IA 51 11 1 Re North Building Exp insion at Clot erleaf Cold Storage 444 C►Ibeit Roid Bcnson NC Stormu itct Management PI in Dcai M► rents We ll it c tct ►cwcd the, Stoi mw itcr M tnageiiu,nt PI ui subm►tte,d tot the proposed North Building Exp insion it the C loterleaf Cold Stoi ige f icility located it 444 Gilbe►t Ro id in Benson North C,iiohn ► B ised upon the information submitted the, Stormwitcr Management Plan his been apps o%ed with the following, stipulations 1 I his ippioval includes the t-utuie Ph ise of Gi ivcl Dtive as libeled on the ievised site pl'in sheet C 1 2 1 he outlets for all existing and proposed bUttct drains that do chaige diledly into the pond shall be piuvided with a measure to achieve non ciosivc flow 3 P1 tot to issu trice of the Ceitificate of Occupancy 1 lee for 25 % of the consti uction cost of the impiovemcnts to the wet pond sh ill be paid to Johnston County Public Utilities An engineering est►m ite or douimentation of ictu-il construction cost~ for the pond must he piotidcd with the piynient Since the. pond is an existing feature the fee shall be b,ised only on the costs of improvements to the pond ind outf ill structure 4 Ple is(, provide i noiauzcd and iu.oidcd Inspection and MaintcnanL(, Agiccme nt for the wet pond The, Inspection antl M initcn ►nee Ak rcenient must be iecoided in the, Johnston County Itegistet of Deeds Office for tach 13MP constructed Inspection records Shall he piovided to the Johnston County Public Utilities Department on i yearly basis 5 Prior to the, is5u tnce of 3 C eitificatc of Occup irtey please provide a stormwatei certification stating th it ill stoimw tier facilities were. constructed in acuOidance with the appiovcd stoi ntu -tter m to ig,emeirt plan A copy of tills letter will be, fora irded to the 1 own of Benson PI irinrn3 Office, for their tiles If } ou h ivc any questions or need -idditional intoi ill ition pleas(, contact me at (919) 209 8333 of by email 'it J-tmtc CJucttero(n JohnstonnL coin Snicerel} 1 i qjr uri=c GUerrero PE CPSWQ Storntwitcr Administrator L c Br iston Neu ton — Town of B(,nson Planntng Diieclor via ,snarl Bit in Lconatd Pb PLS — BRL Fn&inccring via crrtatl P t y i 7p Pell 0 SITE KI SR 1381 icy ' NOTE: The existing utilities shown ore represen- tative only and are based ors information / �L supplied by the respective utility owners In 135s G5� R f P,(.S l ? `' l ' \ J ��.._ \ \ \ \ \ and full field res observation. ons'ble for na0 CONTRACTOR W c� 301 Fov�o / Q ° / 1 \ / \\ \ utility owners in accordance notifying NC : z 3, 0, �O O GRAPHIC SCALE / i / �\ / \,� \ REVIEW General Statute - Chapter 83, Article 8, - �� a 40 0 20 40 so ro° �°, / / \ \ The Underground Damage Prevention Act „ n Ix / \ � \ \ ADJACENT OWNER: DNR � � '�. � Q / \ / \ The CONTRACTOR is solely responsible for W & a Brada h W Y ��. CL Z / a W / \ n/r H/X!E J. POPE, REV. TRUST the protection of existing utilities K a o y�\ a IN FEET / / / / I DRA eGF DITCH SWALE OB 3132 PG 740 Q PIN: 164 000 -56 -1 78 7 during the construction of the PROJECT. o SR 1358 ( 9h 1YP \ / SEE' S Alin /bRAI GE PLAID ZONING: I -1 (COD All potential conflicts shall be located t" z I 0 1 inch = 40 ft. / / / / /•LINE \-� 15' GRAVEL ACCESS sufficiently in advance to allow for Z 'a /// F ROAD AROUND BLDG. adjustments to avoid interference between _O o ry t 21 R 1220 m ~ / y / "T �� \� \ \ \ SEE FINAL SURFACE/AAWNG PLAN ti-le existing and proposed Utilities. U) M Y LANDSCAPED 15' =r0M /STREET BUFFER \/ \�- � �j O Q CL W \ \ A END INITIAL PHASE OF GRAVEL ACCESS DRIVE; DO ZONE 2 RIPARIAN BUFFER IMPACTS (HATCHED) t,J p ° a 1 SEE PLANTING" t>�EQUIRL�l1ENT5 PLAN �%s� \ NOT CONSTRUCT REMAINDER OF DRIVE (TO EAST) ' TOTAL GRADED/DISTURBED = 1740 SQ.FT. (0.0399 ACRE) O_ to g UNTIL NCDWQ BUFFER A THORIZATiON AND NCDLR GRADED AREA WITHIN INDICATED SECURITY FENCE in M o \ EXIST GRAVEL YARD �1 � Z V o \ 9 \ EROSION CONTROL MODIFICATION IS OBTAINED , __ V IMPERVIOUS AREA PORTION = 766 SQ.FT. (0.0176 ACRE) O ITS \ l \ \ SEE EROSION CONTROL N FOR ADDl1IONAt lNF Ai1ON N Ce O GRADING IN ZONE 2 IS EXEMPT FROM BUFFER S W ti a �tNSO '°ET✓ / \ \ \ _ \ / GRASS SLOPE / \ \ CH9IN LINK FENCE Q < REGULATIONS; HOWEVER, NO IMPERVIOUS AREA ow[ 0- z T ( ) % / / \ \ / TO /MATCH EXIST. SHALL BE PLACED OR CONSTRUCTED IN THE o SITE FENCING �1 BUFFER UNTIL A BUFFER AUTHORIZATION HAS ° O� qn �qp W E ADJACENT OWNER: ® \ \ l SEE GRADING PLAN \ T \ `� ~ (n 0- O y� �T y „� u n/f H1X/E J. POPE, REV. TRUST \ \ DowNtowN ,9 �Tji 08 3132 PG 740 Q l� / \" FriST i \ F \ BEEN OBTAINED FROM NCDWQ. W z BETiSON 1 �f, .f. / / h / , /�pOOS f l�y� \ ECENT EW PROPER UNE XIT-PA-H+- Z kn N PIN: 164000 -25 -7129 (� O L /y / DISTURBED AREAS IN BUFFER SHALL BE ZONING: RA (TOWN) ` V x (mi> \ \ - - - - - GRADED -TO- ENSURE SHEET FtOVV TRROUGH z W M J - - ,� - THE BUFFER; do SHALL BE SEEDED ACCORDING �: �ST -- XI - TO THE SPECISITE PLAN INFORMATION FOR TOWN OF BENSON / / / �---� \ \ j� p, `vOODivE („ — — — — -�-- — — �"" / l GRASS SLOPE O Current Property Ow ner f Recto r d. CCS R EALTY COM P AN Y ` ....;i:F:(:i:c:i: iii; i;: jiiii: iiii: ii: iiiiii;:;:•: iiiiiti [iii::c!iii:iiii:; %`i "ii: :ii3iiiici:.;ii:`:.'o•'�;¢. .;\ r..• .` " T?At. Proposed Developer/Applicant: CLOVERLEAF COLD STORAGE INC. SEE n i - SLOG. 18 A CK Proposed Project Name: NORTH BUILDING EXPANSION AT CLOVERLEAF COLD STORAGE eoM 1 N. w N m N r` aN o Zoning: 1 -1 \ / � k r. \ ' ' i i I \ �.:. y� � _:.'. • Z— ON N ) Existin g U se: COLD STORAGE FACILITY .1� . Ecv Q O q `7 AREA 12 Proposed Use: EXPANSION OF COLD STORAGE FACILrTY � O Electricity Provider. PROGRESS ENERGY / Q / y \ \ \ a� ' R \ U) J J CD ^ \. / / t \ ,� Ria v a Of- Of 0 n2 I \• \ RIPA0, A Total Boundary Area = 19.70 AC (Per Most Recent Survey - Revised for Recent Property Acquisition) / \ �. a s \ BUFFE �\ 0 \ T i., a] N Area in Existing NCDOT RAN = 0.74 AC (Per Engineer's Delineation) Exlsr RAVEL YARD \ \ / : ':: RIAN \ 30, i ZONE �, Additional NCDOT RAN Dedicated = 0.00 AC XlST GRAVEL YARD & PARKING / ` 30 ! ONE w / / - WETLAND IMPACTS (HATCHED): I \ Net Usable/Bu Site Area = 18.96 AC / \ / ° d/ \ 1 \ \ \ ZON AREA #1 = 425 SQ.FT. ` l EXIST ', \. AREA #3 130 SQ.FT. L> 1 Z in Existing Building Sq.Ft. - 150,585 SQ.FT. +/- (From Survey Footprint &Prior South Expah lion) / / \ \ '(NO IMPACT TO AREA 2) r, Z CON rOUR (TYP) / \ `. - Proposed Building Sq.Ft. = 71,550 SQ.FT. +/- (Scaled From Architect Floor Plan) / / v t �� \ �o o �' i / \ D TOTAL'IMPAFTS = 455 SQ.FT. (.0104 ACRE). p W U Impervious Area = 18.3% New /Additional After Stormwater Ordinance 59.7% (Total Site) (Ref: Stormwater Plan for Details) / / ASPHALT [VEHICULAR AREA Parkin Spaces Required I \ \ 9 P q C AIN LINK FENCE SEE FINAL Stun Parking Spaces Provided = * / i� T MATCH EIST / `,. NEW STORM DRAINAGES _ ; / PAV)NG PLAN 1 ` EXTENDED FROM Handicap Spaces Required - / / I� SITE FENCI CONCRETE TRUCK ap / GFASS SLOPE A N EXISTING SYSTEM Vf W O y Q Q Q Q W O U W W 2 2 W W O <n 0 0 0 0 0 0- ADJACENT OWNER.• d n/I HIXiE J. POPE, REV. IRUST d V MEN PIN: Handicap Spaces Provided ', PIN: 164000-56-1787 ++ ' Note: Existing parking on -site is ace uate for current use. Pro osed ex ansion of cold s.,ora a warehouse does not / T SEE' �RADiNG PLAN $EE T7Nk ��•A SEE STOIiMWATER/bRAINAGE PLAN d 9 P 9 q P P ' 9 / �` PAII, -PI A N/ I �O \ 4 � d �• oo tL1 create enough additional personnel to warrant additional parking area beyond what is already provided. / f / ° : \ ' \ o th r i •a t ,. AYE I . - :.:. /�._. \ _ / \� 3% ti e � EXISr RAVEL YARD i \ 0o`S!i \ 2p I / :.�� _ \ LR !V C4 MINIMUM SETBACK/YARD REQUIREMENTS do LANDSCAPE AREAS % / tt � - � ( �� PROPO NO TH BLDG. EXI'pNSION �� . v� �� c � z � � LANDSCAPED 5' 701W STREET BUFFER I I / ° , ' - " { FOR COLTS ST AGE FACILITY \ \ J \ \ I \ \ �` - fX /yr O //�T PA ` •� ate+ Q^f Minimum Bldg. Setback at StreetP'Front Yard" = 50' (for Local Street) 'SEf PLANIT REQUIREMENTS PLAN ( , f �- / ::: f �, >H \ W �- '" °' FFE = 2 1.0 O MATCH EXISTiN � \ -"' \T � � -� � C� Minimum Bldg. Setback at Interior = 10' (for Adjacent Indust. /Commerc. Zoning) `' F` x ' \ REF A A \ ~' -�- Ekes SEq `� S>R " i- _ w / IE ILDIN PLANS FOR D£FATLS \ I : : M \ Fq -_ Ap Minimum Bldg. Setback at Interior = 20' (for Adjacent Resid. Zoning) ' / / >� / I I « e ' \ \ \ WERAN° AREA pV s�E M gq"(� `K \ LU a- Q� z co NK '�� V Minimum Landscape Areas or Buffers = SEE SEPARATE PLAN FOR PLANTING REQUIREMENTS , O co P y GENERAL NOTES / / / °a.NG F _ �,- --� 1 \ / :: - \\ _-- \ / .� --•-E^ - .. -•-.! '-'\ t e + 1_\ ..i �" i 198 1. Civil /Sde Approvals: CONTRACTOR shall not commence any permit-related construction until OWNER /Developer has / I / i , - _ _ - ," 3 y ' - - - — — E IST FENC L/NE (� w I f ` - _ ` �\ f ----200 \ \\ \ obtained the proper /applicable permit(s). The following permits/approvals apply to this Plan (but is not necessarily `� limited to the foilwing): 6 Town of Benson: - Planning Department: Zoning & Site Plan Approval / / / ( / / = �� _-- �` h �-y; ° - _ 20$ _ SUBSURFACE BLDG. \ I \ \ o /-� 206- DRAINAGE - Stormwater Approval (Reviewed by Johnston County on Behalf of Benson) - - - zo \ I I \ / r T -Town Building Inspections: Building Code applies to Civil/Site Plans ONLY IFANHEN REQUIRED EXIST ASPHALT &PARKING / "» d -: _ -- — 204 _ _ _ - SEE'SM MWAIERyORAiNA( PLAW 2 a 1 ) % _-- tsr�o�RCq _ _ ---- pz _ .I _ .._._._.... .zoo I \ (See Also Note 2 Below) / / / / / , - -- _-a — 2 00 _ .. - _..._ \ 1 - -� EXIST • US Army Corps of Engineers, Raleigh: 404 Permitting for Wetland Impacts / ` I - -- - I: e V - POND OUTLE \ o� • NCDENR, Division of Water Quality: 401 Certification for Wetland Impacts; AND Riparian Buffer Authorization / / — ° NEw 36"_RCP UNDER BLDG: SLAB I riY P P t RISER I AOL • NCDENR, Division of Land Resources: Erosion Control Approval / / — \ \ ✓ �' / S£E STORMWA IE7?�RA/NA(pLAN FOR GRADES The above permits are known to be required for this Plan; but this Plan is not Limited to the above perm? and this Plan / / / l _xisT \, ✓ I _� REF SEPARATE• S7RUC7URAL PLANS FOR ANY DETAILS -TARU FDUNDATIOW WALLS -i F j X11I1I I 111111 N does not relieve OWNER/Developer from obtaining any additional permits/approvais as may be required. > ✓ ;. ; I / \ t i I ��bN The OWNER/Developer has currently sought no additional approvals from any other agencies and assumes � / ! � \ / � � i I / _ e � \ � z �� -� I �� `�, �� v; �..•. •'•. V� ;)� responsibility for any such additional permitting. \ 1 / / EXIST GRAVEL , NOTE: Environmental areas have been field - identified (by Brown's Environmental Group, of Smithfi=_i!d, NC) and I - are indicated on this plan. G? / Z� 2. Separate Building Plan Approval: The OWNER or CONTRACTOR shall obtain separate approval of the Building Plan, os through the local building inspections department, for all building permits and other related construction to the building g 9 P P 9 P 9 envelope (le. pluming, building drainage, structural, mechanical, electrical, etc). / �o� / / / ! � 3. Accessibility : An construction for handicap accessibility related to this plan shall conform to ADA Regulations, Title 11, / � / / / '108 oa Any 2010; and ICC /ANSI 117.1, latest version; whichever is more stringent. Any accessible construction rels!ted to ' EXIST ASPHALT / transportation facilities shall conform to USDOT ADA Standards for Transportation Facilities, 2006. Accessible ,, o , structures are not indicated, nor a part of, these civil(site plans. Reference separate building plans for any accessible routes, structures, devices, or facilities. / v, ®® Z Y U � N ` - - - -- -- I I' O 0 Q N N -T ~tiff 4. Property Survey: Property/boundary information is taken from a survey prepared by the Project Surveyoa; Lambert / / ff w I 1 I - _ _ f� (I I- Z 0 Surveying of Benson, NC. Ail construction along property lines and setbacks shall be coordinated betwe:m the / /o� / I ; I /s CONTRACTOR and surveyor as required. I _ ( ( I I I / �� / I I 1 \ I MODIFlCATIONS TO EXISTING I STORMWATER POND FOR 0 o 5. Topographic Survey: A topographic survey was prepared by the Project Surveyor, Lambert Surveying of Benson, NC. Io t ATTENUATION do TSS REMOVAL Existing site features as shown on this plan were extrapolated directly from the surveyor's digital topographic file. EXIST STORM 11, PER TOWN OF BENSON Z o Reference surveyor's separate map for complete information of existing conditions.. �} / I I ( DRAINAGE SYSTEM i EXIST - �_- I- STORMWATER REGULATIONS - p 0 CD / a cPP I .SEE STr1RMWATER/bRA/NAGE PLAN ' I f Z LL W 6. 100 -Year FEMA Fioodpiain: This site is not located within the 100 -year floodplain (ref: FEMA Index # 372016400 J, per / I I I ' i s� 1 � " Q 6 w current Johnston County GIS). ' / ( I ' I >m i ► s ' I / _J° LEGEND EXISTING PROPOSED WATERLINE (ALL SIZES) D4 O BLOWOFF 110" flQ¢ HYDRANT (X) VALVE D REDUCER o METER ___SS___ SEWERUNE (ALL SIZES) MANHOLE O CLEANOUT • m - STORM DRAINAGE (ALL SIZES) CATCH BASIN DROP INLET/YARD INLET REFER TO TOPOGRAPHIC MAP BY PROJECT SURVEYOR FOR COMPLETE EXISTING CONDITIONS SURVEY OTHER SYMBOLS 0 POWER/UTIUTY POLE POWER/t1TiUTY POLE X/LIGHT OVERHEAD UTILITY LHSE — - - DITCH /CHANNEL — STREAM/CREEK/RIVE,-," OTHER TERMINOLOGY "MSBL" MINIMUM SETBACK LINE "MH" MANHOLE ('SS" = SANITARY SEVER) 'c /o" = CLEANOUT "ARV" = AIR RELEASE VALVE (WATER OF SEWER) "WM" WATER METER "GV' = GATE VALVE ( "SS" =SAN. SEWERrSRCEMAiN) 'BV" = BUTTERFLY VALVE 'FH" = FIRE HYDRANT 'BFP" = BACKFLOW PREVENTER 'RPZ" - REDUCED PRESSURE BFP "DCVA" - DOUBLE CHECK VALVE ASSEMBILY BFP "CB" = CATCH BASIN (NCDOT - TYP) "DI" = DROP INLET (NCDOT - TYP) "YI" = YARD INLET "d /s" m DOWNSPOUT 'DIP" = DUCTILE IRON PIPE "PVC" POLYVINYL CHLORIDE PIPE "PE' = POLYETHYLENE PIPE 'HDPE" HIGH - DENSITY POLYETTYLENE PPE 'RCP" = REINFORCED CONCRETE PIPE "PP" = POWER POLE "LP' = LIGHT POLE 'PP/L" = POWER POLE W/LIGHT INFORMATION FOR STORMWATER MANAGEMENT See Stormwater & Drainage Plan for detailed information on Town of Benson Stormwater Management. PROVISIONS FOR WATER AND SEWER There are no provisions in this plan for extending water & sewer outside of the building envelope. All existing services on -site will serve the proposed building expansion. Refererce separate building plans for extension of services inside the building. INFORMATION FOR ACCESS, VEHICULAR AREAS AND MAINTENANCE See Final Surfaces/paving Plan for detailed information on vehicular surface types. I I I I I I II fXIS"ME ¢ T POND" I N // p a C* 0 a OBSERVED NORM POOL Q_ a � I i ICI ICI IWI I° I I I I I ' I I I I I I I I I I I _1—J ' EXIST GRASS/LANDSCAPiNG` I I EXIST ASPHALT - I I ICI o I EXIST ASPHAL r I� Iw I I I ( I i I I I I I I L. J (WATERS EDGE) i I Q a a ,I o EXIST COLD STORAGE FACILITY I I W W w LL xI I I UJ - -` ! I I ® w o s•cP I 1 I dX Q Igy Un 0' MIN. I V cc RYAR I Z i R SE CK O ® EDIST ( I i - -- - z z 1 1 /S � 8' PP Z 0 O � E•- 1 j I EXIST CONCRETE I iP - ZO Cj i I I z i z su I i I TRUCK LOADING PAD m f N 8 CPP Iiq ® ca 1 I II I ( Z Q a i I j II I i I � ° En °� o �z� \ / �-►n i r I I ( z Cc EXIST ASPHALT I ik 0 I I / i co I / ( z RAN z I i 00r�{i1'" i I 09 o- �' I XIS. CPP — ®_ ®— — ® I Sheet No. - - - EXIT EXIST/RECENT � WAREHOUSE EXPANSION OTHER SYMBOLS 0 POWER/UTIUTY POLE POWER/t1TiUTY POLE X/LIGHT OVERHEAD UTILITY LHSE — - - DITCH /CHANNEL — STREAM/CREEK/RIVE,-," OTHER TERMINOLOGY "MSBL" MINIMUM SETBACK LINE "MH" MANHOLE ('SS" = SANITARY SEVER) 'c /o" = CLEANOUT "ARV" = AIR RELEASE VALVE (WATER OF SEWER) "WM" WATER METER "GV' = GATE VALVE ( "SS" =SAN. SEWERrSRCEMAiN) 'BV" = BUTTERFLY VALVE 'FH" = FIRE HYDRANT 'BFP" = BACKFLOW PREVENTER 'RPZ" - REDUCED PRESSURE BFP "DCVA" - DOUBLE CHECK VALVE ASSEMBILY BFP "CB" = CATCH BASIN (NCDOT - TYP) "DI" = DROP INLET (NCDOT - TYP) "YI" = YARD INLET "d /s" m DOWNSPOUT 'DIP" = DUCTILE IRON PIPE "PVC" POLYVINYL CHLORIDE PIPE "PE' = POLYETHYLENE PIPE 'HDPE" HIGH - DENSITY POLYETTYLENE PPE 'RCP" = REINFORCED CONCRETE PIPE "PP" = POWER POLE "LP' = LIGHT POLE 'PP/L" = POWER POLE W/LIGHT INFORMATION FOR STORMWATER MANAGEMENT See Stormwater & Drainage Plan for detailed information on Town of Benson Stormwater Management. PROVISIONS FOR WATER AND SEWER There are no provisions in this plan for extending water & sewer outside of the building envelope. All existing services on -site will serve the proposed building expansion. Refererce separate building plans for extension of services inside the building. INFORMATION FOR ACCESS, VEHICULAR AREAS AND MAINTENANCE See Final Surfaces/paving Plan for detailed information on vehicular surface types. I I I I I I II fXIS"ME ¢ T POND" I N // p a C* 0 a OBSERVED NORM POOL Q_ a � I i ICI ICI IWI I° I I I I I ' I I I I I I I I I I I _1—J ' EXIST GRASS/LANDSCAPiNG` I I EXIST ASPHALT - I I ICI o I EXIST ASPHAL r I� Iw I I I ( I i I I I I I I L. J (WATERS EDGE) i I Q a a ,I o EXIST COLD STORAGE FACILITY I I W W w LL xI I I UJ - -` ! I I ® w o s•cP I 1 I dX Q Igy Un 0' MIN. I V cc RYAR I Z i R SE CK O ® EDIST ( I i - -- - z z 1 1 /S � 8' PP Z 0 O � E•- 1 j I EXIST CONCRETE I iP - ZO Cj i I I z i z su I i I TRUCK LOADING PAD m f N 8 CPP Iiq ® ca 1 I II I ( Z Q a i I j II I i I � ° En °� o �z� \ / �-►n i r I I ( z Cc EXIST ASPHALT I ik 0 I I / i co I / ( z RAN z I i 00r�{i1'" i I 09 o- �' I XIS. CPP — ®_ ®— — ® I Sheet No. - - - EXIT EXIST/RECENT � WAREHOUSE EXPANSION INFORMATION FOR STORMWATER MANAGEMENT See Stormwater & Drainage Plan for detailed information on Town of Benson Stormwater Management. PROVISIONS FOR WATER AND SEWER There are no provisions in this plan for extending water & sewer outside of the building envelope. All existing services on -site will serve the proposed building expansion. Refererce separate building plans for extension of services inside the building. INFORMATION FOR ACCESS, VEHICULAR AREAS AND MAINTENANCE See Final Surfaces/paving Plan for detailed information on vehicular surface types. I I I I I I II fXIS"ME ¢ T POND" I N // p a C* 0 a OBSERVED NORM POOL Q_ a � I i ICI ICI IWI I° I I I I I ' I I I I I I I I I I I _1—J ' EXIST GRASS/LANDSCAPiNG` I I EXIST ASPHALT - I I ICI o I EXIST ASPHAL r I� Iw I I I ( I i I I I I I I L. J (WATERS EDGE) i I Q a a ,I o EXIST COLD STORAGE FACILITY I I W W w LL xI I I UJ - -` ! I I ® w o s•cP I 1 I dX Q Igy Un 0' MIN. I V cc RYAR I Z i R SE CK O ® EDIST ( I i - -- - z z 1 1 /S � 8' PP Z 0 O � E•- 1 j I EXIST CONCRETE I iP - ZO Cj i I I z i z su I i I TRUCK LOADING PAD m f N 8 CPP Iiq ® ca 1 I II I ( Z Q a i I j II I i I � ° En °� o �z� \ / �-►n i r I I ( z Cc EXIST ASPHALT I ik 0 I I / i co I / ( z RAN z I i 00r�{i1'" i I 09 o- �' I XIS. CPP — ®_ ®— — ® I Sheet No. - - - EXIT EXIST/RECENT � WAREHOUSE EXPANSION