LANDING REAL ESTATE OFFICE

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1 RECORD ONER/PPLICNT: JCK ND ROSE, LLC 44 EXCHNGE STREET, SUITE 200 PORTLND, MINE 040 LNDING REL ESTTE OFFICE PROJECT PRCEL TON OF INDHM TX SSESSOR'S & ZONING INFORMTION 79 TNDERG TRIL (RT 5) - INDHM, MINE PP'D Y MP 67 LOT 8 ZONING DISTRICT COMMERCIL- (C-) INDEX C-.0 C-2.0 C-3.0 C-4.0 C-5.0 C-5. C-5.2 COVER TOPOGRPHIC SURVEY PREPRED Y: CIVIL ENGINEER: TERRDYN CONSULTNTS, LLC P.O. OX 339 NE GLOUCESTER, MINE MICHEL TDEM-IELNDT, P.E. (207) SURVEYOR: YNE T. OOD & CO. 30 OOD DRIVE GRY, MINE, YNE OOD, PLS (207) ROOSEVELT TRIL (RT. 302) SITE LYOUT & UTILITY PLN GRDING, DRINGE & UTILITY PLN SITE DETILS UTILITY & DRINGE DETILS Y ROD TNDERG TRIL (RT. 5) LOCTION MP SCLE: "=500' EROSION & SEDIMENTTION CONTROL NRRTIVE & DETILS COLLINSPOND ROD PROJECT SITE PRELIMINRY - NOT FOR CONSTRUCTION GRID NORTH GENERL NOTES UTILITIES TER PORTLND TER DISTRICT 225 DOUGLSS STREET PORTLND, ME (207) ELECTRIC CENTRL MINE POER COMPNY 62 CNCO ROD PORTLND, ME 0404 (207) TELEPHONE FIRPOINT COMMUNICTIONS P.O. OX 560 PORTLND, MINE CLE TIME RNER CLE 8 JOHNSON ROD PORTLND, MINE 0402 (207) DIG SFE SYSTEM, INC. TEL DIG-SFE ( ) FX DIGSFE.COM. THE PROJECT ILL E SUJECT TO THE TERMS ND CONDITIONS OF LL PERMITS ISSUED Y THE TON OF INDHM ND THE LOCL UTILITY COMPNIES. 2. LL NECESSRY INSPECTIONS ND/OR CERTIFICTIONS REQUIRED Y THE TON OF INDHM OR THE LOCL UTILITY COMPNIES SHLL E COORDINTED Y THE CONTRCTOR. 3. THE LOCTION ND/OR ELEVTIONS OF THE UTILITIES S SHON ON THESE PLNS IS SED ON RECORDS OF THE VRIOUS UTILITY COMPNIES ND, HERE POSSILE, MESUREMENTS TKEN IN THE FIELD. THIS INFORMTION IS NOT TO E RELIED UPON S EING EXCT OR COMPLETE. THE CONTRCTOR MUST CLL THE PPROPRITE UTILITY COMPNY ND DIG SFE T LEST 72 HOURS PRIOR TO NY EXCVTION. IT SHLL E THE RESPONSILE OF THE CONTRCTOR TO RELOCTE NY UTILITIES THT CONFLICT ITH THE PROPOSED IMPROVEMENTS SHON ON THE PLNS. 4. THE CONTRCTOR IS RESPONSILE FOR INSTLLING ND MINTINING LL EROSION CONTROL MESURES SHON ON THE PLNS. THE EROSION CONTROL MESURES SHON ON THE PLNS RE THE MINIMUM REQUIRED TO PREVENT EROSION ND SEDIMENTTION. DDITIONL MESURES SHLL E INSTLLED IF DEEMED NECESSRY Y THE ONER, ENGINEER, OR REGULTING GENCIES. 5. LL MTERIL SCHEDULES SHON ON THE PLNS RE FOR GENERL INFORMTION ONLY. THE CONTRCTOR SHLL PREPRE HIS ON MTERIL SCHEDULES SED UPON HIS PLN REVIE. LL SCHEDULES SHLL E VERIFIED IN THE FIELD Y THE CONTRCTOR PRIOR TO ORDERING MTERILS OR PERFORMING ORK. 6. LL MTERILS ND CONSTRUCTION METHODS SHLL CONFORM TO THE STRICTEST STNDRDS CONTINED IN THE MIN DEPRTMENT OF TRNSPORTTION SPECIFICTIONS, THE PROJECT SPECIFICTIONS, ND THE UTILITY COMPNY ND TON OF INDHM REQUIREMENTS. 7. LL DIMENSIONS, UNLESS OTHERISE NOTED IS TO THE EDGE OF PVEMENT, FCE OF CUR, OR THE FCE OF THE UILDING. 8. LL HNDICP PRKING SPCES RE TO E CONSTRUCTED IN COMPLINCE ITH D REQUIREMENTS. 9. LL SIGNGE SHLL E SUPPLIED ND INSTLLED IN COMPLINCE ITH THE MNUL OF UNIFORM TRFFIC CONTROL DEVICES (MUTCD). UTILITY NOTES. LL STORM DRIN PIPE SHLL E SMOOTH ORE INTERIOR PROVIDING MNNINGS ROUGHNESS COEFFICIENT OF n=0.02 OR LESS. 2. THE SUSURFCE STETER DISPOSL SYSTEM SHLL E INSTLLED IN CCORDNCE ITH THE HHE-200 FORM PREPRED Y JMES G. MNCINI, LSE #247 ND LL STTE ND LOCL REGULTIONS. PERMITS TYPE OF PERMIT GOVERNING ODY STTUS MINOR SITE PLN PPROVL TON OF INDHM, MINE PENDING STFF REVIE COMMITTEE SUMITTED 8/0/6 8 SCHOOL ROD INDHM, ME TEL UILDING PERMIT TON OF INDHM, MINE TO E SUMITTED Y CODE ENFORCEMENT OFFICER ONER/CONTRCTOR 8 SCHOOL ROD INDHM, ME TEL LEGEND SD SD S S UD UD UGE UGE TP- D S PROPERTY LINE PROJECT SITE OUNDRY SETCK LINE PROPOSED ESEMENT MINOR CONTOUR MJOR CONTOUR PROPOSED CONTOUR STORMDRIN PROPOSED STORMDRIN SNITRY SEER PROPOSED SNITRY SEER TER LINE PROPOSED TER LINE UNDERDRIN PROPSED UNDERDRIN OVERHED ELECTRIC & TELEPHONE PROPOSED OVERHED ELECTRIC & TELEPHONE UNDERGROUND ELECTRIC & TELEPHONE PROPOSED UNDERGROUND ELECTRIC & TELEPHONE EDGE OF PVEMENT PROPOSED EDGE OF PVEMENT EDGE OF GRVEL PROPOSED EDGE OF GRVEL CUR PROPOSED GRNITE CUR PROPOSED ITUMINOUS CUR FENCE SILT FENCE TEST PIT VLVE PROPOSED VLVE HYDRNT LIGHT POLE UTILITY POLE PROPOSED UTILITY POLE CTCH SIN PROPOSED CTCH SIN DRIN MNHOLE SEER MNHOLE SPOT GRDE PROPOSED SPOT GRDE SURVEY CONTROL POINT MONUMENT IRON PIPE SIGN PROPOSED SIGN UILDING PROPOSED UILDING PROPOSED CONCRETE PD PROPOSED PVEMENT LNDING REL ESTTE OFFICE P.O. ox 339 Elderberry Lane Office: (207) Fax: (207) TNDERG TRIL, INDHM, MINE TERRDYN CONSULTNTS, LLC PREPRED FOR SUMITTED TO TON OF INDHM FOR SITE PLN PPROVL 472 ROOSEVELT TRIL INDHM, MINE NO. DTE REVISIONS DTE: SCLE: S NOTED DESIGNED: JO NO: 565 FILE: 562-COVER.DG C-.0

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3 GRID NORTH RESET 4' TIPDON RESET GRNITE INLET STONE RESET 4' TIPDON RESET VERTICL GRNITE CUR INFILTRTION SIN, SEE DETIL NE UTILITY POLE PP'D Y SD R0' R0' PROJECT SIGN (6) TP- 20' LNDSCPE UFFER R0' 40' FRONT SETCK (20) TO PROJECT OUNDRY 24' HNDICP PRKING SIGN MOUNTED TO RMP OR POST SNO STORGE RE R3' ()R 9', 9' IT. CUR, 8' 5' IT. SIDELK 7' TD GRPHIC SCLE ( IN FEET ) inch = 0 ft. PRELIMINRY - NOT FOR CONSTRUCTION 6' 6' SIDE/RER SETCK RMP DN. COVERED PORCH 20' ICYCLE RCK, SEE DETIL D CUR RMP ITH DETECTILE RNING PLTE, 40 ITUMINOUS PVEMENT, 3 4 " CRUSHED STONE, (9) P 42' X 30' UILDING UILDING MOUNTED LIGHT, 00 HPS, OF 3 3' IDE ROOF DRIPLINE FILTER, SEE DETIL SNO STORGE RE 6' X 40' SUSURFCE STETER DISPOSL SYSTEM UNDER PRKING LOT ()R 5' 4' TD 4' IDE MULCH LNDSCPE ED R5' R3' TP-2 0', 0' X 2' DUMPSTER ENCLOSURE 8' 24' 20' 8' 3 PIPE OLLRDS 3' X 6' GRVEL PD FOR LP TNKS PLNT LIST KEY OTNICL NME COMMON NME SIZE 9', 4' TD UFFER OUNDRIES RE TO E MRKED ITH PERMNENT SIGNS DESCRIING THE UFFER'S FUNCTION NOTES R cer rubrum Red Maple 2" Cal. - 2 P Picea abies 'Nidiformis' irdsnest Spruce #3-9 TO Thuja Occidentalis 'Nigra' merican rborvitae 4'-5' - 20 bies balsamea alsam Fir 5'-6' - 6 STORMTER UFFER NOTE: THE UFFER SHON ON THIS PLN IS PRT OF THE PPROVED STORMTER MNGEMENT PLN FOR THE SITE. NO CHNGES SHLL E MDE TO THE UFFER ITHOUT PPROVL OF THE INDHM PLNNING ORD 4' 50' No. USED SNO STORGE RE 25' OODED STORMTER UFFER TP-3 PPROVED: TON OF INDHM STFF REVIE COMMITTEE DTE: LNDING REL ESTTE OFFICE P.O. ox 339 Elderberry Lane Office: (207) Fax: (207) SITE LYOUT PLN TERRDYN CONSULTNTS, LLC PREPRED FOR SUMITTED TO TON OF INDHM FOR SITE PLN PPROVL 472 ROOSEVELT TRIL INDHM, MINE DTE: SCLE: "=0' DESIGNED: JO NO: 565 FILE: 607-SITE.DG 79 TNDERG TRIL, INDHM, MINE C-3.0 NO. DTE REVISIONS

4 6' SIDE/RER SETCK UGE 4"S 308 UGE UGE 3 TP- 20' LNDSCPE UFFER 40' FRONT SETCK COVERED PORCH RMP DN ' X 30' UILDING FFE=32.80 SD RESET CTCH SIN & GRNITE INLET STONE; INSTLL TEMPORRY INLET PROTECTION T.C.3.36.C..86 5'X5' LNDING EL T.C.3.36.C 'X5' LNDING EL.3.36 T.C C ' X 2' DUMPSTER ENCLOSURE TP-2 TP NE TER SERVICE IF NECESSRY, PLUMER TO CONFIRM SIZE REMOVE CTCH SIN & GRNITE INLET STONE EXTEND STORM DRIN C INFILTRTION SIN OTTOM EL NE RISER POLE TO E SET.86 5'X5' LNDING EL TER SERVICE ENTRY INV " SN. SERVICE INV ROOF DRIPLINE FILTER, SEE DETIL "S 4"S,000 GL. SEPTIC TNK (2) 25 GL. LP TNKS ON GRVEL PD 6'X40' STETER DISPOSL FIELD, SEE HHE-200 FOR DETILS 25' FORESTED STORMTER UFFER 3 GRDE REK 3 50' LONG STILIZED CONSTRUCTION ENTRNCE, SEE DETIL GRSS SPILLY EL INSTLL & MINTIN SILT FENCE T DONSLOPE LIMIT OF DISTURNCE PRELIMINRY - NOT FOR CONSTRUCTION GRPHIC SCLE ( IN FEET ) inch = 0 ft. 40 STORM DRIN PPURTENNCE SCHEDULE STRUCTURE ID DI./TYPE RIM INV. IN (DI.) / FROM INV. OUT (DI.) / TO C 2' / TYPE F () () / EST DTE: SCLE: "=0' DESIGNED: JO NO: 565 FILE: 607-GRDING.DG C-4.0 LNDING REL ESTTE OFFICE 79 TNDERG TRIL, INDHM, MINE GRDING, DRINGE & UTILITY PLN PREPRED FOR 472 ROOSEVELT TRIL INDHM, MINE TERRDYN CONSULTNTS, LLC P.O. ox 339 Elderberry Lane Office: (207) Fax: (207) SUMITTED TO TON OF INDHM FOR SITE PLN PPROVL NO. DTE REVISIONS PP'D Y GRID NORTH

5 " HOT ITUMINOUS PVING (GRDE "C") 2" HOT ITUMINOUS PVING (GRDE "") 2" 4" 2" 3" GGREGTE SE COURSE- CRUSHED (M.D.O.T. spec (a), TYPE ) 5" GGREGTE SUSE COURSE- GRVEL (M.D.O.T. spec (b), TYPE D) /4"/FT. "R 2"x2"x4' OOD STKE 2x2x4' CROSS MEMER 8"+/- 4'-0" TREE 2-2 \2" DRYLL SCRES, RING TO SUGRDE S REQUIRED / COMMON ORRO COMPCTED TO 90% OF MXIMUM DENSITY.. COMPCT GRVEL SUSE COURSE TO 92% OF MXIMUM DENSITY USING HEVY ROLLER COMPCTION. 2. CONTRCTOR SHLL SET GRDE STKES MRKING SUSE ND FINISH GRDE ELEVTIONS FOR CONSTRUCTION REFERENCE. PVED PRKING LOT SECTION HOT ITUMINOUS PVING (9.5 mm) HOT ITUMINOUS PVING (9 mm) MIN. GTE 3" MIN. SIDES & RER 2x6 P.T. "POST", PROPOSED RODY (SEE TYPICL ROD SECTION) GGREGTE SUSE COURSE-GRVEL (M.D.O.T. spec (b) TYPE "D") 2'-0" +/- TYPICL PVEMENT JOINT 9'-0" O.C. 4" O.D. SCH. 40 GLV. POST GLV. HINGE KEEPER PPLY TCK COT (M.D.O.T. SPEC. SECTON 409) PVEMENT STRUCTURE S CUT ND REMOVE EXIST. TOP COURSE PVEMENT FOR DISTNCE OF OR TO SOUND PVEMENT, HICHEVER IS GRETER. x4 CEDR ORD PNEL 2" O.D. GLV. FRME/ELDED GLV. METL CORN TOP, DIGONL RCE (INSIDE) 2"x4" CEDR FRME OR 2" O.D. GLV. METL/ELDED 2x6 P.T. "POST" (PPLIED TO METL POST) 8" CONCRETE SL DI. CONC. FTG. 3,000 PSI, SIDELK IDE DETECTLE RNING PVER LOCKS (SEE DETIL) RMP HNDICP PRKING SPCE. RMPS SHLL E CONSTRUCTED IN CCORDNCE ITH THE MERICNS ITH DISILITIES CT (D). 2. LL RMPS SHLL HVE DETECTLE RNINGS THE FULL DEPTH ND IDTH OF THE RMP PER SECTION 4.29 OF THE D. 3. TCTILE RNING STRIP IS REQUIRED HERE RMP UTS N RE USED Y VEHICLES. GRNITE CUR TYPE 4" LOM & SEED/SOD. EXCVTION INCIDENTL TO COST OF CUR. 2. SUSE SHLL E COMPCTED TO FIRM EVEN SURFCE PRIOR TO SETTING OF CUR. ITUMINOUS SIDELK HNDICP RMP 7" 2" HOT ITUMINOUS PVEMENT " LIFTS, TYPE C 0" GGREGTE SUSE M.D.O.T. SPEC () TYPE D 0.02 VERTICL GRNITE CUR 5" SECTION PLN 7" REVEL ITUMINOUS PVEMENT RMP < CCESS ISLE SIDELK CUR LINE GRNITE FLUSH CUR (MX. REVEL OF /4") HNDICP PRKING SPCE 4"x8-/2" FILTER FRIC JOINT /4" +/- /8" CRUSHED GGREGTE SE COURSE GGREGTE SUSE GRVEL '-0" 6'-8" 2'- FILTER FRIC TYPE 3 -ITUMINOUS CUR(MOLD #) SECTION 0" REFLECTORIZED SIGN STEEL ND PORCELIN / EDED TEXTURE OR EQUL OLTED TO 2" DI. PIPE / CP. VINYL COTED - COLOR: LCK HNDICP PRKING 0" LUE CKGROUND EQUL TO COLOR 5090 IN FED. STD PROVIDE ONE 'VN' CCESSILE SIGN. HIGHY HITE SYMOL ND TEXT. 3'-0" 2"~ PIPE (GLV.) EMED. MIN. 27" IN CONCRETE FOOTING. HNDICP SIGNS " ERING COURSE 2" SE COURSE 4' GRNITE TIPDON 5" GGREGTE SUSE COURSE (M.D.O.T. SPEC () TYPE D) 3'-0" 3"x3" GRID SHON FOR REFERENCE ONLY TYPICL TIPDON CUR INSTLLTION 2" REVEL UNIVERSL H.D. SYMOL PINTED HIGHY HITE (2 COTS) CKGROUND PINTED LUE, EQUL TO COLOR 5090 IN FED. STD. 595 " DRIVEY LIP GUTTER LINE SLO RELESE FERTILIZER PCKET 6-8" DEPTH 3 PCKETS REQUIRED LT. TREE STKING: 2"x2"x4' OOD CROSS MEMER (2) 2\" DRYLL SCRES 2"x2"x4' OOD STKE ITH LONG TPER MIN. 8" 4'; DECIDUOUS TREES LT. TREE STKING PLN HOSE DO NOT MULCH DIRECTLY GINST TRUNK INSTLL STKES ND GUYS TO TREES IF THE FOLLOING PPLY:. THE TREE IS OF SUSTNTIL SIZE. 2. THE PLNTING LOCTION IS EXTREMELY INDY, S ON OPEN UNDEVELOPED SITES. 3. THE PLNTING LOCTION IS COMPRISED OF SND OR OTHER LOOSE TEXTURED SOILS. 4. IF STKES ND GUYS RE REQUIRED, REMOVE FTER ONE YER TIME. SLO RELESE FERTILIZER PCKET 2 PCKETS REQUIRED REMOVE LL LELS, TGS OR OTHER FOREIGN MTERIL FROM LIMS 2" TO 4" CLIPER PRUNE /3 OF CNOPY FOLLOING PLNTING MINTIN FORM, DO NOT PRUNE LEDER 2"x2" STKE IN LINE /TRUNK (SEE NOTES) PLSTIC CHIN-LOCK OR GUY IRE /HOSE PPROX. 4' OVE GROUND (SEE NOTES) 4" RK MULCH ERTH SUCER FINISH GRDE SOIL REMOVE LL METL OR ROPE INDINGS & RP FROM TOP /3 OF ROOT LL MIN. ITH CKFILL MIXTURE S SPECIFIED REMOVE LL LELS, TGS OR OTHER FOREIGN MTERIL FROM LIMS PRUNE /3 FOLLOING PLNTING DO NOT MULCH DIRECTLY GINST RNCHES 4" RK MULCH ERTH SUCER FINISH GRDE SOIL REMOVE LL METL OR ROPE INDINGS & RP FROM TOP /3 OF ROOT LL MIN. ITH CKFILL MIXTURE S SPECIFIED DECIDUOUS & EVERGREEN SHRU P.O. ox 339 Elderberry Lane Office: (207) Fax: (207) TERRDYN CONSULTNTS, LLC SUMITTED TO TON OF INDHM FOR SITE PLN PPROVL PP'D Y NO. DTE REVISIONS '-0" CONC. PD 9'-0" O.C. 8" 3'-0" PITCH TO DRIN 4" O.D. SCH. 40 POST SET IN CONC., ROUND POST HINGE GLV., ~ STEEL OLLRD CONC. FILLED PINTED /RUST PREVENTTIVE PINT. CONC. FTG. 4'-0" DEPTH, 8" DI. MINIMUM CONCRETE SL CEDR FENCE PNEL P.T. RIL TTCHED TO POST 2" O.D. FRME ITH CEDR ORD PNEL 3' 2' 2' GMETIME ICYCLE OLLRD MODEL 8350, GLVNIZED STEEL ITH LCK FINISH OR PPROVED EQUL FINISHED GRDE, IT. PVEMENT OR CONCRETE 3,000 PSI CONCRETE 30" 4'-0" IT. PVMT. S REQUIRED DOMED CONCRETE COT PRIMER 2 COTS EPOXY GLOSS FINISH COLOR: SFETY YELLO ~ SCHEDULE 40 STEEL TUE FILL / CONCRETE FINISH GRDE 4000 psi CONCRETE SE LNDING REL ESTTE OFFICE 79 TNDERG TRIL, INDHM, MINE SITE DETILS PREPRED FOR 472 ROOSEVELT TRIL INDHM, MINE TYPICL DUMPSTER ENCLOSURE PRELIMINRY - NOT FOR CONSTRUCTION DI. ICYCLE RCK OLLRD METL OLLRD 8" MIN. DTE: SCLE: "=0' DESIGNED: JO NO: 565 FILE: 607-DETIL.DG C-5.0

6 MIN. COVER TO RIGID PVEMENT, H 4" FOR - PIPE FOR 30"- 60" PIPE. LL PIPE SYSTEMS SHLL E INSTLLED IN CCORDNCE ITH STM D232, "STNDRD PRCTICE FOR UNDERGROUND INSTLLTION OF THERMOPLSTIC PIPE FOR SEERS ND OTHER GRVITY PPLICTIONS", LTEST DDITION 2. MESURES SHOULD E TKEN TO PREVENT MIGRTION OF NTIVE FINES INTO CKFILL MTERIL, HEN REQUIRED. 3. FOUNDTION: HERE THE TRENCH OTTOM IS UNSTLE, THE CONTRCTOR SHLL EXCVTE TO DEPTH REQUIRED Y THE ENGINEER ND REPLCE ITH SUITLE MTERIL S SPECIFIED Y THE ENGINEER. S N LTERNTIVE ND T THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH OTTOM MY E STILIZED USING GEOTEXTILE MTERIL. 4. EDDING: SUITLE MTERIL SHLL E CLSS I, II OR III. THE CONTRCTOR SHLL PROVIDE DOCUMENTTION FOR MTERIL SPECIFICTION TO ENGINEER. UNLESS OTHERISE NOTED Y THE ENGINEER, MINIMUM EDDING THICKNESS SHLL E 4" (00mm) FOR 4"- (00mm-600mm); (50mm) FOR 30"-60" (750mm-900mm). 5. INITIL CKFILL: SUITLE MTERIL SHLL E CLSS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THN OVE CRON OF PIPE. THE CONTRCTOR SHLL PROVIDE DOCUMENTTION FOR MTERIL SPECIFICTION TO ENGINEER. MTERIL SHLL E INSTLLED S REQUIRED IN STM D232, LTEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRFFIC PPLICTIONS (GRSS OR LNDSCPE RES) IS FROM THE TOP OF PIPE TO GROUND SURFCE. DDITIONL COVER MY E REQUIRED TO PREVENT FLOTION. FOR TRFFIC PPLICTIONS, MINIMUM COVER, H, IS UP TO 48" DIMETER PIPE ND OF COVER FOR 54"-60" DIMETER PIPE, MESURED FROM TOP OF PIPE TO OTTOM OF FLEXILE PVEMENT OR TO TOP OF RIGID PVEMENT. LNDSCPE EDGING OR CUR LOM, SEED & MULCH NONOVEN GEOTEXTILE (MIRFI 40N) SELECT CKFILL MTERIL, SEE PROJECT SPECIFICTIONS UILDING FOUNDTION, SEE UILDING PLNS & GENERL NOTES FINL CKFILL RECOMMENDED MINIMUM TRENCH IDTHS PIPE DIM. MIN. TRENCH IDTH 4" 2" 23" 8" 0" 2 28" 30" 5" 34" 8" 39" 48" 30" " 42" 72" 48" 80" 54" 88" 60" 9 MINIMUM RECOMMENDED COVER SED ON VECHICLE LODING CONDITIONS PIPE DIM. - 48" 54" - 60" SURFCE LIVE LODING CONDITION HEVY CONSTRUCTION H-25 (75T XLE LOD) * 48" 60" * VEHICLES IN EXCESS OF 75T MY REQUIRE DDITIONL COVER TYPICL TRENCH DETIL MIN. TRENCH IDTH (SEE TLE) MIN. COVER TO FLEXILE PVEMENT, H INITIL CKFILL HUNCH EDDING SUITLE FOUNDTION ROOF DRIPLINE FILTER ED D SPRINGLINE UILDING LL 3/4" CRUSHED STONE SOIL FILTER MEDI (SEE NOTE) DRIP EDGE LOCTION IDTH () DEPTH (D) EST SIDE OF UILDING 3 9" GENERL. THE CKFILL FOR THE FOUNDTION MY E USED S THE FILTER MEDI S LONG S THE MTERIL IS MINERL SOIL ITH ETEEN 4% & 7% FINES (PSSING #200 SIEVE). 2. CONTRCTOR RESPONSILE FOR INSTLLING FOUNDTION DRIN IN CCORDNCE ITH RECOMMENDTION FROM GEOTECHNICL ENGINEER 3. FOUNDTION TERPROOFING IS THE RESPONSIILITY OF THE CONTRCTOR CONSTRUCTION INSPECTION. INSPECTIONS Y PROFESSIONL ENGINEER SHLL CONSIST OF EEKLY VISITS TO THE SITE TO INSPECT CONSTRUCTION FROM INITIL GROUND DISTURNCE TO FINL STILIZTION OF THE FILTER. MTCH PROPOSED PVEMENT, STRUCTURE OR LOM ND SEED S REQUIRED PLSTIC MRKER TPE PLCED IN CENTER OF TRENCH PPROXIMTELY ELO FINISH GRDE TELEVISION CLE TYPICL TER SERVICE CONNECTION CLES TO E ENCSED IN SCHEDULE 40 PVC CONDUIT HEN RUN ENETH PVED RES. TYPICL UNDERGROUND CLE INSTLLTION PRELIMINRY - NOT FOR CONSTRUCTION 5-/2" COMPCTED STRUCTURL FILL OR SUSE GRVEL () 30" MIN. MIN. STREET CORPORTION STOP " MIN. COVER SQURE SECTION - 6' 5-/2" 4" MIN. MIN. (TYPE K) COPPER COPPER OR RSS MORTR PLN VIE SEE NOTE FOR FRME ND GRTE LYER RICK MORTR OPENING ETEEN PIPE & STRUCTURE OPENING CRUSHED STONE CLEN CKFILL CONTINING NO ROCKS LRGER THN 5" IN DIMETER TELEPHONE CLE PRIMRY OR SECONDRY ELECTRICL CLES IN CONDUIT EDDING OF SND SIDELK DIMETER OF HOLE TO E 3" LRGER THN THE INSIDE DIMETER OF FLEXILE PIPE OR THE OUTSIDE DIMETER OF RIGID PIPE. FRME SHLL E FOR SQURE GRTE - LERON TYPE "F" SQURE FRME (LF 245) 4 FLNGE OR ETHERIDGE SQURE FRME S24G. GRTE SHLL E x CST IRON. 2. ENTIRE CTCH SIN ITH EXCEPTION OF LEVELING RICK FRME ND GRTE TO E PRECST S SINGLE PORTLND CEMENT CONCRETE UNIT. TYPE "F" CTCH SIN EDGE OF ESEMENT (MIMIMUM OF 5' FROM FCE OF UILDING) SECTION - FLUSH TO FINISH GRDE SERVICE OX ITH ROD CUR STOP SERVICE ON PRIVTE TO E CCEPTLE TO TON 4'-0" MIN. 3 THIS PROJECT LOM & SEED ITEM NO. STD. HD L 0750-L -HD HD 000-L 000-L -HD HD HD HD " TPER D 3" QE= '-" 750,000,250 PONDING DEPTH LOMY TOPSOIL OTTOM 3" TILLED INTO NTIVE SOIL GLLON CPCITY,000,500 2,000 DT CHRT PLN VIE E OTTOM EL , SEED ND MULCH 3 ITH STR GENERL. TEST PIT TP S CONDUCTED ITHIN THE FOOTPRINT OF THE PROPOSED IORETENTION FILTER. THE TEST PIT S EXCVTED TO DEPTH OF 48". NO EVIDENCE OF SESONL HIGH GROUNDTER S FOUND. (3) 4" DI. PIPE SEL KNOCKOUTS TEST PIT "X7" INSPECTION COVER NOTES PPROX. GROUND EL. 3" INLET FFLE TEST PIT DT DEPTH TO EVIDENCE OF SESONL HIGH GROUNDTER SIDE ELEV. VIE SECTIONED INFILTRTION SIN DETILS ND NOTES C D E 8'-0" 4'-0" 3'-" 2'-0" 8'-0" 4'-7" 3'-0" 3'-7" 0'- 6'-4" 4'-0" 3'-" 2'-0" 8'-0" 5'-5" 4'-8" 4'-8" 8'-0" 0'- 6'-4" SESONL HIGH GROUNDTER ELEV. 6'-3" 6'-2" 8" CCESS COVER 5'- 5'-3" VENT 5'-3" '-3" PPROX. EIGHT 7,00 LS. 8,00 LS. 8,00 LS. 8,800 LS. 9,200 LS.,200 LS. * NOTE: FOR HEVY-DUTY TNKS (HD), DD TO DIMENSIONS IN COLUMN C ND 3" TO THOSE IN COLUMN D. ) CONCRETE: 4, DYS. 2) CEMENT: PORTLND TYPE III PER STM C50 3) REINFORCING: 6X6X0M OR FIERS 4) DESIGN LODING: H-0 5) CONSTRUCTION JOINTS: SELED /UTYL SEL 6) HEVY-DUTY TNK TOPS: REINFORCED / 5/8" O.C. ECH Y RESIDENTIL SEPTIC TNK OTTOM OF INFILTRTION SIN TP >48" < " 4" C OUTLET 4" DI. 5"X5" OUTLET FFLE GEOTEXTILE EMEDMENT MTERIL SPECIFICTION. LOMY TOPSOIL LYER SHLL E NON-CLYEY (<2% CLY CONTENT), LOMY TOPSOIL SUCH S USD LOMY SND TOPSOIL ITH 5-8% HUMIFIED ORGNIC MTTER. TOPSOIL FROM THE SITE MY E PPROPRITE UT MUST E TESTED FOR ORGNIC CONTENT ND CLY CONTENT (HYDROMETER TEST). THE SOIL MUST E SCREENED, LOOSE, FRILE, ND SHLL E FREE FROM DMIXTURES OF SUSOIL, REFUSE, STONES (GRETER THN 2 INCHES IN DIMETER), CLOGS, ROOT ND OTHER UNDESIRLE FOREIGN MTTER. 2. TOPSOIL SHLL E TILLED INTO THE NTIVE SND ND GRVEL SOILS TO DEPTH OF 3". CONSTRUCTION PHSE. CONSTRUCTION SEQUENCE: THE TOPSOIL ND SEED MUST NOT E INSTLLED UNTIL THE RE THT DRINS TO THE FILTER HS EEN PERMNENTLY STILIZED ITH PVEMENT OR OTHER STRUCTURE, 90% VEGETTION COVER, OR OTHER PERMNENT STILIZTION UNLESS THE RUNOFF FROM THE CONTRIUTING DRINGE RE IS DIVERTED ROUND THE SIN UNTIL STILIZTION IS COMPLETED. 2. FILL PLCEMENT: LIMIT FILL COMPCTION TO THE ORK NECESSRY TO UNIFORMLY SPRED THE FILL ITHIN THE STRUCTURE. DO NOT DRIVE ROLLERS OR OTHER EQUIPMENT OVER THE FILL TO COMPCT IT. 3. LL THE MTERIL USED FOR THE CONSTRUCTION OF THE INFILTRTION SIN MUST E CONFIRMED S SUITLE Y THE DESIGN ENGINEER. TESTING MUST E DONE Y CERTIFIED LORTORY TO SHO THT THEY RE PSSING SPECIFICTIONS. SPILLY CREST EL.= " LOM, SEED 3 4" LOM & SEED GRDE 2'.0' 5' EMNKMENT CONSTRUCTION 3. INSTLL RIPRP ND EROSION CONTROL MESH HERE SPECIFIED ON PLNS 4. LOM, SEED, ND STILIZE IN CCORDNCE ITH SEDIMENTTION ND EROSION CONTROL PLN. TURF SPILLY DETIL P-300 L TURF REINFORCEMENT MT. CONSTRUCTION OF COMMON ORRO MTERIL MEETING M.D.O.T. SPECIFICTION PLCE ORRO MTERIL IN LIFTS COMPCTED TO 95% OF MXIMUM DRY DENSITY. 3 TOP OF ERM EL=.50 P-300 L - TURF REINFORCEMENT MT SPILLY EL.= LNDING REL ESTTE OFFICE P.O. ox 339 Elderberry Lane Office: (207) Fax: (207) UTILITY & DRINGE DETILS TERRDYN CONSULTNTS, LLC PREPRED FOR SUMITTED TO TON OF INDHM FOR SITE PLN PPROVL 472 ROOSEVELT TRIL INDHM, MINE DTE: SCLE: "=0' DESIGNED: JO NO: 565 FILE: 607-DETIL.DG 79 TNDERG TRIL, INDHM, MINE C-5. PP'D Y NO. DTE REVISIONS

7 INTRODUCTION: PERSON HO CONDUCTS, OR CUSES TO E CONDUCTED, N CTIVITY THT INVOLVES FILLING, DISPLCING OR EXPOSING SOIL OR OTHER ERTHEN MTERILS SHLL TKE MESURES TO PREVENT UNRESONLE EROSION OF SOIL OR SEDIMENT EYOND THE PROJECT SITE OR INTO PROTECTED NTURL RESOURCE S DEFINED IN 38 MRS EROSION CONTROL MESURES MUST E IN PLCE EFORE THE CTIVITY EGINS. MESURES MUST REMIN IN PLCE ND FUNCTIONL UNTIL THE SITE IS PERMNENTLY STILIZED. DEQUTE ND TIMELY TEMPORRY ND PERMNENT STILIZTION MESURES MUST E TKEN. THE SITE MUST E MINTINED TO PREVENT UNRESONLE EROSION ND SEDIMENTTION. MINIMIZE DISTURED RES ND PROTECT NTURL DONGRDIENT UFFER RES TO THE EXTENT PRCTICLE. GENERL REQUIREMENTS. POLLUTION PREVENTION: MINIMIZE DISTURED RES ND PROTECT NTURL DONGRDIENT UFFER RES TO THE EXTENT PRCTICLE. CONTROL STORMTER VOLUME ND VELOCITY ITHIN THE SITE TO MINIMIZE SOIL EROSION. MINIMIZE THE DISTURNCE OF STEEP SLOPES. CONTROL STORMTER DISCHRGES, INCLUDING OTH PEK RTES ND VOLUME, TO MINIMIZE EROSION T OUTLETS. THE DISCHRGE MY NOT RESULT IN EROSION OF NY OPEN DRINGE CHNNELS, SLES, STREM CHNNELS OR STREM NKS, UPLND, OR COSTL OR FRESHTER ETLNDS OFF THE PROJECT SITE. HENEVER PRCTICLE, NO DISTURNCE CTIVITIES SHOULD TKE PLCE ITHIN 50 FEET OF NY PROTECTED NTURL RESOURCE. IF DISTURNCE CTIVITIES TKE PLCE ETEEN 30 FEET ND 50 FEET OF NY PROTECTED NTURL RESOURCE, ND STORMTER DISCHRGES THROUGH THE DISTURED RES TORD THE PROTECTED NTURL RESOURCE, PERIMETER EROSION CONTROLS MUST E DOULED. IF DISTURNCE CTIVITIES TKE PLCE LESS THN 30 FEET FROM NY PROTECTED NTURL RESOURCE, ND STORMTER DISCHRGES THROUGH THE DISTURED RES TORD THE PROTECTED NTURL RESOURCE, PERIMETER EROSION CONTROLS MUST E DOULED ND DISTURED RES MUST E TEMPORRILY OR PERMNENTLY STILIZED ITHIN 7 DYS. TEMPORRY EROSION CONTROL MPS. SEDIMENT RRIERS. PRIOR TO THE EGINNING OF NY CONSTRUCTION, PROPERLY INSTLL SEDIMENT RRIERS T THE EDGE OF NY DONGRDIENT DISTURED RE ND DJCENT TO NY DRINGE CHNNELS ITHIN THE PROPOSED DISTURED RE. MINTIN THE SEDIMENT RRIERS UNTIL THE DISTURED RE IS PERMNENTLY STILIZED.. CONSTRUCTION ENTRNCE: PRIOR TO NY CLERING OR GRUING, CONSTRUCTION ENTRNCE SHLL E CONSTRUCTED T THE INTERSECTION ITH THE PROPOSED CCESS DRIVE ND THE RODY TO VOID TRCKING OF MUD, DUST ND DERIS FROM THE SITE. C. INLET PROTECTION: PRIOR TO DISTURNCE, INSTLL SILT SCK SEDIMENT RRIERS OR OTHER INLET PROTECTION T CTCH SIN INLETS RECEIVING RUNOFF FROM DISTURED RES. INLET PROTECTION SHLL E INSPECTED EEKLY ND SEDIMENT SHLL E REMOVED ND LEGLLY DISPOSED OF HEN IT RECHES /2 OF THE HEIGHT OR DEPTH OF THE RRIER. D. RIPRP: SINCE RIPRP IS USED HERE EROSION POTENTIL IS HIGH, CONSTRUCTION MUST E SEQUENCED SO THT THE RIPRP IS PUT IN PLCE ITH THE MINIMUM DELY. DISTURNCE OF RES HERE RIPRP IS TO E PLCED SHOULD E UNDERTKEN ONLY HEN FINL PREPRTION ND PLCEMENT OF THE RIPRP CN FOLLO IMMEDITELY EHIND THE INITIL DISTURNCE. HERE RIPRP IS USED FOR OUTLET PROTECTION, THE RIPRP SHOULD E PLCED EFORE OR IN CONJUNCTION ITH THE CONSTRUCTION OF THE PIPE OR CHNNEL SO THT IT IS IN PLCE HEN THE PIPE OR CHNNEL EGINS TO OPERTE. MINTIN TEMPORRY RIPRP, SUCH S TEMPORRY CHECK DMS UNTIL THE DISTURED RE IS PERMNENTLY STILIZED. E. TEMPORRY STILIZTION. STILIZE ITH TEMPORRY SEEDING, MULCH, OR OTHER NON-ERODLE COVER NY EXPOSED SOILS THT ILL REMIN UNORKED FOR MORE THN 7 DYS EXCEPT, STILIZE RES ITHIN 75 FEET OF ETLND OR TERODY ITHIN 48 HOURS OR PRIOR TO PREDICTED STORM EVENT, HICHEVER COMES FIRST. IF HY OR STR MULCH IS USED, THE PPLICTION RTE MUST E 2 LES (70-90 POUNDS) PER 000 OR.5 TO 2 TONS (90-00 LES) PER CRE TO COVER 75 TO 90% OF THE GROUND SURFCE. HY MULCH MUST E KEPT MOIST OR NCHORED TO PREVENT IND LOING. N EROSION CONTROL LNKET OR MT SHLL E USED T THE SE OF GRSSED TERYS, STEEP SLOPES (5% OR GRETER) ND ON NY DISTURED SOIL ITHIN 00 FEET OF LKES, STREMS ND ETLNDS. GRDING SHLL E PLNNED SO S TO MINIMIZE THE LENGTH OF TIME ETEEN INITIL SOIL EXPOSURE ND FINL GRDING. ON LRGE PROJECTS THIS SHOULD E CCOMPLISHED Y PHSING THE OPERTION ND COMPLETING THE FIRST PHSE UP TO FINL GRDING ND SEEDING EFORE STRTING THE SECOND PHSE, ND SO ON. PERMNENT STILIZTION IF N RE ILL NOT E ORKED FOR MORE THN ONE YER OR HS EEN ROUGHT TO FINL GRDE, THEN PERMNENTLY STILIZE THE RE ITHIN 7 DYS Y PLNTING VEGETTION, SEEDING, SOD, OR THROUGH THE USE OF PERMNENT MULCH, OR RIPRP, OR ROD SU-SE. PROTECT SEEDED RES ITH MULCH OR, IF NECESSRY, EROSION CONTROL LNKETS; ND SCHEDULE SODDING, PLNTING, ND SEEDING SO TO VOID DIE-OFF FROM SUMMER DROUGHT ND FLL FROSTS. NELY SEEDED OR SODDED RES MUST E PROTECTED FROM VEHICLE TRFFIC, EXCESSIVE PEDESTRIN TRFFIC, ND CONCENTRTED RUNOFF UNTIL THE VEGETTION IS ELL-ESTLISHED ITH 90% COVER Y HELTHY VEGETTION. IF NECESSRY, RES MUST E REORKED ND RESTILIZED IF GERMINTION IS SPRSE, PLNT COVERGE IS SPOTTY, OR TOPSOIL EROSION IS EVIDENT. ONE OR MORE OF THE FOLLOING MY PPLY TO PRTICULR SITE.. SEEDED RES. FOR SEEDED RES, PERMNENT STILIZTION MENS N 90% COVER OF THE DISTURED RE ITH MTURE, HELTHY PLNTS ITH NO EVIDENCE OF SHING OR RILLING OF THE TOPSOIL.. SODDED RES. FOR SODDED RES, PERMNENT STILIZTION MENS THE COMPLETE INDING OF THE SOD ROOTS INTO THE UNDERLYING SOIL ITH NO SLUMPING OF THE SOD OR DIE-OFF. C. PERMNENT MULCH. FOR MULCHED RES, PERMNENT MULCHING MENS TOTL COVERGE OF THE EXPOSED RE ITH N PPROVED MULCH MTERIL. EROSION CONTROL MIX MY E USED S MULCH FOR PERMNENT STILIZTION CCORDING TO THE PPROVED PPLICTION RTES ND LIMITTIONS. D. RIPRP. FOR RES STILIZED ITH RIPRP, PERMNENT STILIZTION MENS THT SLOPES STILIZED ITH RIPRP HVE N PPROPRITE CKING OF ELL-GRDED GRVEL OR PPROVED GEOTEXTILE TO PREVENT SOIL MOVEMENT FROM EHIND THE RIPRP. DETILS RE PROVIDED IN THE PLN SET. E. PVED RES. FOR PVED RES, PERMNENT STILIZTION MENS THE PLCEMENT OF THE COMPCTED GRVEL SUSE IS COMPLETED. F. DITCHES, CHNNELS, ND SLES. FOR OPEN CHNNELS, PERMNENT STILIZTION MENS THE CHNNEL IS STILIZED ITH 90% COVER OF HELTHY VEGETTION, ITH ELL-GRDED RIPRP LINING, TURF REINFORCEMENT MT, OR ITH NOTHER NON-EROSIVE LINING SUCH S CONCRETE OR SPHLT PVEMENT. THERE MUST E NO EVIDENCE OF SLUMPING OF THE CHNNEL LINING, UNDERCUTTING OF THE CHNNEL NKS, OR DON-CUTTING OF THE CHNNEL. GENERL CONSTRUCTION REQUIREMENTS THE FOLLOING EROSION CONTROL MESURES SHLL E FOLLOED Y THE CONTRCTOR THROUGHOUT CONSTRUCTION OF THIS PROJECT:. LL TOPSOIL SHLL E COLLECTED, STOCKPILED, SEEDED ITH RYE T 3 POUNDS/,000 ND MULCHED, ND REUSED S REQUIRED. SILT FENCING SHLL E PLCED DON GRDIENT FROM THE STOCKPILED LOM. STOCKPILE TO E LOCTED Y DESIGNTION OF THE ONER ND INSPECTING ENGINEER.. THE INSPECTING ENGINEER T HIS/HER DISCRETION, MY REQUIRE DDITIONL EROSION CONTROL MESURES ND/OR SUPPLEMENTL VEGETTIVE PROVISIONS TO MINTIN STILITY OF ERTHORKS ND FINISH GRDED RES. THE CONTRCTOR SHLL E RESPONSILE FOR PROVIDING ND INSTLLING NY SUPPLEMENTL MESURES S DIRECTED Y THE INSPECTING ENGINEER. FILURE TO COMPLY ITH THE ENGINEER'S DIRECTIONS ILL RESULT IN DISCONTINUTION OF CONSTRUCTION CTIVITIES. C. EROSION CONTROL MESH SHLL E PPLIED IN CCORDNCE ITH THE PLNS OVER LL FINISH SEEDED RES S SPECIFIED ON THE DESIGN PLNS. D. LL GRDED OR DISTURED RES INCLUDING SLOPES SHLL E PROTECTED DURING CLERING ND CONSTRUCTION IN CCORDNCE ITH THE PPROVED EROSION ND SEDIMENT CONTROL PLN UNTIL THEY RE DEQUTELY STILIZED. E. LL EROSION, ND SEDIMENT CONTROL PRCTICES ND MESURES SHLL E CONSTRUCTED, PPLIED ND MINTINED IN CCORDNCE ITH THE DETILS PROVIDED ON THE PLNS ND MNUFCTURER'S RECOMMENDTIONS. G. REMOVE NY TEMPORRY CONTROL MESURES, SUCH S SILT FENCE, ITHIN 30 DYS FTER PERMNENT STILIZTION IS TTINED. REMOVE NY CCUMULTED SEDIMENTS ND STILIZE. PERMNENT VEGETTION PERMNENT VEGETTIVE COVER SHOULD E ESTLISHED ON DISTURED RES HERE PERMNENT, LONG LIVED VEGETTIVE COVER IS NEEDED TO STILIZE THE SOIL, TO REDUCE DMGES FROM SEDIMENT ND RUNOFF, ND TO ENHNCE THE ENVIRONMENT. PERMNENT LN SEED MIXTURE SHLL CONTIN THE FOLLOING PERCENTGES OF SEED TYPES: 50% RON LUEGRSS 35% PENNLN FESCUE 5% MNHTTN II PERENNIL RYE SEE THE PROJECT SPECIFICTIONS FOR DDITIONL SEED REQUIREMENTS. SEEDED PREPRTION. GRDE S FESILE TO PERMIT THE USE OF CONVENTIONL EQUIPMENT FOR SEEDED PREPRTION, SEEDING, MULCH PPLICTION ND NCHORING, ND MINTENNCE.. PPLY LIMESTONE ND FERTILIZER CCORDING TO SOIL TESTS SUCH S THOSE OFFERED Y THE UNIVERSITY OF MINE SOIL TESTING LORTORY. SOIL SMPLE MILERS RE VILLE FROM THE LOCL COOPERTIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FESILE ON SMLL OR VRILE SITES, OR HERE TIMING IS CRITICL, FERTILIZER MY E PPLIED T THE RTE OF 800 POUNDS PER CRE OR 8.4 POUNDS PER,000 SQURE FEET USING (N-P2O5-K2O) OR EQUIVLENT. PPLY GROUND LIMESTONE (EQUIVLENT TO 50% CLCIUM PLUS MGNESIUM OXIDE) T RTE OF 3 TONS PER CRE (38 L. PER,000 SQ. FT). C. ORK LIME ND FERTILIZER INTO THE SOIL S NERLY S PRCTICL TO DEPTH OF 4 INCHES ITH DISC, SPRING TOOTH HRRO OR OTHER SUITLE EQUIPMENT. THE FINL HRROING OPERTION SHOULD E ON THE GENERL CONTOUR. CONTINUE TILLGE UNTIL RESONLY UNIFORM, FINE SEEDED IS PREPRED. LL UT CLY OR SILTY SOILS ND CORSE SNDS SHOULD E ROLLED TO FIRM THE SEEDED HEREVER FESILE.D. REMOVE FROM THE SURFCE LL STONES 2 INCHES OR LRGER IN NY DIMENSION. REMOVE LL OTHER DERIS, SUCH S IRE, CLE, TREE ROOTS, CONCRETE, CLODS, LUMPS OR OTHER UNSUITLE MTERIL. E. INSPECT SEEDED JUST EFORE SEEDING. IF TRFFIC HS LEFT THE SOIL COMPCTED; THE RE MUST E TILLED ND FIRMED S OVE. F. PERMNENT SEEDING SHOULD E MDE 45 DYS PRIOR TO THE FIRST KILLING FROST OR S DORMNT SEEDING ITH MULCH FTER THE FIRST KILLING FROST ND EFORE SNOFLL. HEN CRON VETCH IS SEEDED IN LTER SUMMER, T LEST 35% OF THE SEED SHOULD E HRD SEED (UNSCRIFIED). IF SEEDING CNNOT E DONE ITHIN THE SEEDING DTES, MULCH CCORDING TO THE TEMPORRY MULCHING MP ND OVERINTER STILIZTION ND CONSTRUCTION TO PROTECT THE SITE ND DELY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. G. FOLLOING SEED ED PREPRTTION, SLE RES, FILL RES ND CK SLOPES SHLL E SEEDED T RTE OF 3 LS./,000 S.F. ITH MIXTURE OF 35% CREEPING RED H. FESCUE, 6% RED TOP, 24% KENTUCKY LUEGRSS, 0% PERENNIL RYEGRSS, 20% NNUL RYEGRSS ND 5% HITE DUTCH CLOVER. I. RES HICH HVE EEN TEMPORRILY OR PERMNENTLY SEEDED SHLL E MULCHED IMMEDITELY FOLLOING SEEDING. J. RES HICH CNNOT E SEEDED ITHIN THE GROING SESON SHLL E MULCHED FOR OVER-INTER PROTECTION ND THE RE SHOULD E SEEDED T THE EGINNING OF THE GROING SESON. INTER CONSTRUCTION "INTER CONSTRUCTION" IS CONSTRUCTION CTIVITY PERFORMED DURING THE PERIOD FROM NOVEMER THROUGH PRIL 5. IF DISTURED RES RE NOT STILIZED ITH PERMNENT MESURES Y NOVEMER OR NE SOIL DISTURNCE OCCURS FTER NOVEMER, UT EFORE PRIL 5, THEN THESE RES MUST E PROTECTED ND RUNOFF FROM THEM MUST E CONTROLLED Y DDITIONL MESURES ND RESTRICTIONS.. PERMNENT STILIZTION CONSISTS OF T LEST 90% VEGETTION, PVEMENT/GRVEL SE OR RIPRP.. DO NOT EXPOSE SLOPES OR LEVE SLOPES EXPOSED OVER THE INTER OR FOR NY OTHER EXTENDED TIME OF ORK SUSPENSION UNLESS FULLY PROTECTED ITH MULCH. C. PPLY HY MULCH T TICE THE STNDRD RTE (50 LS. PER,000 ). THE MULCH MUST E THICK ENOUGH SUCH THT THE GROUND SURFCE ILL NOT E VISILE ND MUST E NCHORED. D. USE MULCH ND MULCH NETTING OR N EROSION CONTROL MULCH LNKET OR LL SLOPES GRETER THN 8 % OR OTHER RES EXPOSED TO DIRECT IND. E. INSTLL N EROSION CONTROL LNKET IN LL DRINGEYS (OTTOM ND SIDES) ITH SLOPE GRETER THN 3 %. F. SEE THE VEGETTION MESURES FOR MORE INFORMTION ON SEEDING DTES ND TYPES. G. INTER EXCVTION ND ERTHORK SHLL E COMPLETED SO THT NO MORE THN CRE OF THE SITE IS ITHOUT STILIZTION T NY ONE TIME. H. N RE ITHIN 00 FEET OF PROTECTED NTURL RESOURCE MUST E PROTECTED ITH DOULE RO OF SEDIMENT RRIER. I. TEMPORRY MULCH MUST E PPLIED ITHIN 7 DYS OF SOIL EXPOSURE OR PRIOR TO NY STORM EVENT, UT FTER EVERY ORKDY IN RES ITHIN 00 FEET FROM PROTECTED NTURL RESOURCE. J. RES THT HVE EEN ROUGHT TO FINL GRDE MUST E PERMNENTLY MULCHED THT SME DY. K. IF SNOFLL IS GRETER THN INCH (FRESH OR CUMULTIVE), THE SNO SHLL E REMOVED FROM THE RES DUE TO E SEEDED ND MULCHED. L. LOM SHLL E FREE OF FROZEN CLUMPS EFORE IT IS PPLIED. M. LL VEGETTED DITCH LINES THT HVE NOT EEN STILIZED Y NOVEMER, OR ILL E ORKED DURING THE INTER CONSTRUCTION PERIOD, MUST E STILIZED ITH N PPROPRITE STONE LINING CKED Y N PPROPRITE GRVEL ED OR GEOTEXTILE UNLESS SPECIFICLLY RELESED FROM THIS STNDRD Y THE DEPRTMENT. MINTENNCE ND INSPECTION. MINIMUM EROSION CONTROL MESURES ILL NEED TO E IMPLEMENTED ND THE PPLICNT ILL E RESPONSILE TO MINTIN LL COMPONENTS OF THE EROSION CONTROL PLN UNTIL THE SITE IS FULLY STILIZED. HOEVER, SED ON SITE ND ETHER CONDITIONS DURING CONSTRUCTION, DDITIONL EROSION CONTROL MESURES MY NEED TO E IMPLEMENTED. LL RES OF INSTILITY ND EROSION MUST E REPIRED IMMEDITELY DURING CONSTRUCTION ND NEED TO E MINTINED UNTIL THE SITE IS FULLY STILIZED OR VEGETTION IS ESTLISHED. CONSTRUCTION LOG MUST E MINTINED FOR THE EROSION ND SEDIMENTTION CONTROL INSPECTIONS ND MINTENNCE. INSPECT DISTURED ND IMPERVIOUS RES, EROSION CONTROL MESURES, MTERILS STORGE RES THT RE EXPOSED TO PRECIPITTION, ND LOCTIONS HERE VEHICLES ENTER OR EXIT THE SITE. INSPECT THESE RES T LEST ONCE EEK S ELL S EFORE ND ITHIN 24 HOURS FTER STORM EVENT (RINFLL), ND PRIOR TO COMPLETING PERMNENT STILIZTION MESURES. PERSON ITH KNOLEDGE OF EROSION ND STORMTER CONTROL, INCLUDING THE STNDRDS ND CONDITIONS IN THE PERMIT, SHLL CONDUCT THE INSPECTIONS. C. LOG (REPORT) MUST E KEPT SUMMRIZING THE SCOPE OF THE INSPECTION, NME(S) ND QULIFICTIONS OF THE PERSONNEL MKING THE INSPECTION, THE DTE(S) OF THE INSPECTION, ND MJOR OSERVTIONS RELTING TO OPERTION OF EROSION ND SEDIMENTTION CONTROLS ND POLLUTION PREVENTION MESURES. MJOR OSERVTIONS MUST INCLUDE: MPS THT NEED TO E MINTINED; LOCTION(S) OF MPS THT FILED TO OPERTE S DESIGNED OR PROVED INDEQUTE FOR PRTICULR LOCTION; ND LOCTION(S) HERE DDITIONL MPS RE NEEDED THT DID NOT EXIST T THE TIME OF INSPECTION. FOLLO-UP TO CORRECT DEFICIENCIES OR ENHNCE CONTROLS MUST LSO E INDICTED IN THE LOG ND DTED, INCLUDING HT CTION S TKEN ND HEN. THE LOG MUST E MDE CCESSILE TO DEPRTMENT STFF ND COPY MUST E PROVIDED UPON REQUEST. THE PERMITTEE SHLL RETIN COPY OF THE LOG FOR PERIOD OF T LEST THREE YERS FROM THE COMPLETION OF PERMNENT STILIZTION. DETERING DETERING PLN IS NEEDED TO DDRESS EXCVTION DE-TERING FOLLOING HEVY RINFLL EVENTS OR HERE THE EXCVTION MY INTERCEPT THE GROUNDTER TLE DURING CONSTRUCTION. THE COLLECTED TER NEEDS TRETMENT ND DISCHRGE POINT THT ILL NOT CUSE DONGRDIENT EROSION ND OFFSITE SEDIMENTTION OR ITHIN RESOURCE. PRELIMINRY - NOT FOR CONSTRUCTION F. RES SHLL E SCRIFIED TO MINIMUM DEPTH OF 3 INCHES PRIOR TO PLCEMENT OF TOPSOIL. OPTIONL OVER DUMP LOOPS SLOPES EROSION CONTROL LNKET LTERL JOINT DITCHES. URY THE TOP END OF THE MESH MTERIL IN TRENCH ND CKFILL ND TMP TRENCHING SECURE END ITH STPLES T SPCING, 4" DON FROM EXPOSED END. 2. DIRECTION JOINTS TO HVE UPPER END OF LOER STRIP URIED ITH UPPER LYERS OVERLPPED 4" ND STPLED. OVERLP OVER. 3. LTERL JOINTS TO HVE 4" OVERLP OF STRIPS. STPLE 8" ON CENTER. 4. STPLE OUTSIDE LTERL EDGE 2' ON CENTER. 5. IRE STPLES TO E MIN. OF # IRE, LONG & -/2" IDE. 6. USE NORTH MERICN GREEN DS 50 (OR PPROVED EQUL) ON SLOPES ETEEN 4:-2:. USE NORTH MERICN GREEN VMX SC250 PERMNENT TURF REINFORCEMENT MT (OR PPROVED EQUL) ON SLOPES 2: ND STEEPER.. NORTH MERICN GREEN S50 EROSION CONTROL LNKET, OR EQUL, ITH STPES PER MNUFCTURER'S RECOMMENDTIONS SLOPE VRIES SUGRDE MTERIL NOTE: REFER TO GRDING PLN FOR DITCH IDTH ND SIDE SLOPES INLET GRTE 8" MIN. " RER FOR REMOVL SILT SCK CTCH SIN 2'-0" MIN. GRSSED SLE. SILT SCKS TO E INSTLLED IN LL CTCH SINS RECEIVING RUNOFF FROM DISTURED RE 2. SILT SCK TO E MINTINED UNTIL TRIUTRY RE IS FULLY STILIZED TEMPORRY CTCH SIN INLET PROTECTION DETIL 3: MXIMUM SLOPE SLOPE VRIES LOM, SEED & MULCH (DISTURED RES) MIN. STEEL OR OOD POST 3 HIGH (MX) SECTION - RODY PONDING HEIGHT 4"x TRENCH ITH COMPCTED CKFILL RODY SUPPLY TER TO SH HEELS IF NECESSRY 20' R NOTE: DURING PERIODS OF INTER CONSTRUCTION (NOV. 5 THROUGH PRIL 5), THE CONTRCTOR SHLL INSTLL EROSION CONTROL MIX ERMS IN LIEU OF SILT FENCE. STEEL OR OOD POST (PROVIDE STEEL COUPLER) STR LES, SNDGS, OR CONTINUOUS ERM OF EQUIVLENT HEIGHT SILT FENCE DIVERSION RIDGE REQUIRED HERE GRDE EXCEEDS 2% DIVERSION RIDGE '-0" MIN. POSTS EROSION CONTROL MIX: EROSION CONTROL MIX SHLL CONTIN ELL-GRDED MIXTURE OF PRTICLE SIZES & MY CONTIN ROCKS LESS THN 4" IN DIMETER. EROSION CONTROL MIX MUST E FREE OF REFUSE, PHYSICL CONTMINNTS, ND MTERIL TOXIC TO PLNT GROTH. THE MIX COMPOSITION SHLL MEET THE FOLLOING STNDRDS: - THE ORGNIC MTTER CONTENT SHLL E ETEEN 80% - 00% DRY EIGHT SIS - PRTICLE SIZE Y EIGHT SHLL E 00% PSSING SCREEN ND MINIMUM OF 70%, MXIMUM OF 85% PSSING 0.75" SCREEN - THE ORGNIC PORTION NEEDS TO E FIROUS ND ELONGTED - LRGE PORTIONS OF SILTS, CLYS OR FINE SNDS RE NOT CCEPTLE IN THE MIX. - SOLULE SLTS CONTENT SHLL E < 4.0 mmhos/cm. - ph SHLL FLL ETEEN EROSION CONTROL MIX ERM PLN SECTION - SPILLY TTCH FILTER FRIC SECURELY TO UPSTREM SIDE OF POST 2"-3" (50-75mm) COURSE GGREGTE MIN. (50mm) THICK 50' MINIMUM SECTION - EROSION CONTROL MIX ERM MIN. GROUND 6' MX SPCING ITHOUT IRE SUPPORT FENCE (0' MX SPCING ITH IRE SUPPORT FENCE) FRIC 2% OR GRETER FILTER FRIC NOTE: USE SNDGS, STR LES OR OTHER PPROVED METHODS TO CHNNELIZE RUNOFF TO SIN S REQUIRED.. THE ENTRNCE SHLL E MINTINED IN CONDITION THT ILL PREVENT TRCKING OR ING OF SEDIMENT ONTO PULIC RIGHT-OF-YS. THIS MY REQUIRE TOP DRESSING, REPIR ND/OR CLEN OUT OF NY MESURES USED TO TRP SEDIMENT. 2. HEN NECESSRY, HEELS SHLL E CLENED PRIOR TO ENTRNCE ONTO PULIC RIGHT-OF-Y. 3. HEN SHING IS REQUIRED, IT SHLL E DONE ON N RE STILIZED ITH CRUSHED STONE THT DRINS INTO N PPROVED SEDIMENT TRP OR SEDIMENT SIN. STILIZED CONSTRUCTION ENTRNCE 20' MIN LNDING REL ESTTE OFFICE P.O. ox 339 Elderberry Lane Office: (207) Fax: (207) SITE DETILS TERRDYN CONSULTNTS, LLC PREPRED FOR SUMITTED TO TON OF INDHM FOR SITE PLN PPROVL 472 ROOSEVELT TRIL INDHM, MINE DTE: SCLE: "=0' DESIGNED: JO NO: 565 FILE: 607-DETIL.DG 79 TNDERG TRIL, INDHM, MINE C-5.0 PP'D Y NO. DTE REVISIONS