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HomeMy WebLinkAboutSite PlanMim 6" Cover k+WOLE Lxr tiDEO To cRAOE r- ' TYPI00i $y4to(fi y tr.EWFW W FAE 0" TAM EXCM5 In Select Fill Mat. MA7AiCLES , C" v/ Top of eembankmentn'rtment V rL OriginEal GradecunE,' BAFFLE Original Grade 1 GWEOr" AT MrD DEPTH s " QOASDEFLECTOR4' Minumurn 18 Minumum . F-- j 2/S REG+ARE0 CAPACITY Ri T/3 RECOH?ED nRST CrA4PARTUENT ACTT! R{ SEGOF couPARTi EtiT Common Fill ` .'t` Maximum Groundwater Ghali be select ' Elevation material if designated Ledgerock as reserve area) % LENOTH NOT CREATER TM1 k TIMES WOTH OR DEPRI TWO COMPARTMENT SEPTIC TANK A lUS fi/L N.LS, MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER AND EXTENT OF FILL. V Mtn. i. SET TE A 'xG' Z STAPLE TFip SILT 5' UP POSTS EXCAVATE A 6'n6" TRfTiCti FENgNO TO THE 1 g' UP GPE POST UPSSOPE FKQ POSTS. SW ENO OF THE POSTzzzFORSTABRJTYFEW= AND SELF- 95, 12' tui{. f / Mtn. Fitter r, 6'Hc GAF (pG `° '• o `'T ~\ MATCH 0 1 c ', o 00 0 a 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE LINE-A a ° \ 1r I3r OIG2n $tpn2 FATER Ttt£ hocoQt POSTS AND ExT>tm TRENCH AND COMPACT p ° / or Screened /{ e, C ' ///' FAM0 o ` IT WO THC TRExai THE EXCAVATED SOH /\$' GrO Yet 4 ` G ( , F'p 9 / Q cQ ", •v', TEST PIT DATA: 6 LL?Ap o. ,. \/ \ WITNESSED BY UNCAS HEALTH DISTRICT CaiPACTEO I8' rein. 4 a '\ \ p y ., 04/2$/2000BAgCFTii6' h GROUND WATER . G \\ lyQ /`L. a"'" ii +SFJ TH #L4Ai4'-0' min. ` f ; _. 0" 8" TOPSOIL Uu rr LEDGE s i, _ 37" SUBSOIL 37 73 MEDIUM SILTY SANDr CONSTRUCTION OF SYNTHETIC FILTER BARRIER NO LEDGE s N.T.S. 9p ' I SE -' TI (' NO WATER z TYPICAL 4X4" LEACHING GALLEY f SYSTEM DESIGN: NO MOTTLING to CONSTRUCTION { \ I o 1 LN0, BEDROOMS 4 „ p 413N.T.M. _ 0 - 15 TOPSOILNO. LARGE CAPACITY TUB/JACUZZI = U " „ 15 - 38 SUBSOIL 1 " , ,/ is>Q (/z- 0 100 - 200 GAL. = >200 GAL. 0 38" -- 7" SILTY 'Ir REQUIRED TANK CAPACITY = 1250 GALLON* MEDIUM TO FINE L SAND NO LEDGE U u La J u u L // Q,>CF \ G,' PERC RATE = 5 MIN./INCH NO WATER c , ' `L f' REC'UIRED LEACHING AREA = 660 S.F. NO MOTTLINGt USE: SYSTEMo , EM WITH EFF. AREA = 9.2 SF/FT. s" CT D.O.T. 2" STONE TO BE PLACED U , ` j' /,, TOTAL TRENCH LENGTH REQUIRED = 72 L.F. TH #L4C OVER FILTER FABRIC MATERIAL / I/ / /, ° • _ / jo ,,. PROVIDE: 72 LF --4'X4' CONC. GALLERIES 0" M 11 TOPSOIL000300CTTj1f11" - 45" SUBSOILili c cp c n TOTAL LEACHING AREA PROVIDED = 662 S.F. 000 C, %,,f is ,p j . * 45" - 96" MEDIUM GREY SILTY SAND 0003001 Fd,o / aJ INCREASE TANK CAPACITY BY 250 GALLONS FOR NO LEDGE aa ciQ , yQ - F -'' NO MONO TTLING `, ` ' J T BUILDINGS EQUIPPED tN GARBAGE DISPOSAL, TT NG W 31, OUTLET BOX i G ` t7 L. M L. S. TH #L4Dt,I rnnnnn nnnnl,.. S wy EDGE OF PAVEMENT / \ _.'``-.,,\ O" 11" TOPSOIL cS ` \ NOT APPLICABLE - NO RESTRICTIVE LAYER 11 „ - 47j SUBSOILTHRUSTREET f 47 LEDGE VERY FINE GREY SILTY SAND 11 " WALLS / NO WATERANTI -TRACKING APRON ` NO MOTTLINGN.T.S. V) io I N Z40 T\S ftaft o412Ls q 0.911DISTRIBUTIONBOX / 6.33' i; `.. 54 . 0' 28. NOT TO SCALE 7- O rO a 5Q' FY z. f _ -- . ` fw r f_ . -.0 " rr I O 41 5. 0:: o6.33' 13S 40 co2. 1.33) ua o 8, 0 .0 / 6023.0 9> 36' 0 - g-- z ro / tio -'' '' P 1250 GAL ! ` ! : 413.035.0 _' t / / NOTE 1 LIJ P TI C TA 1. THIS MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON. NV(I COLCH 2. TOTAL ACREAGE = 307,242± S.F. (7.0 AC.) ENTIRE LOT NOT DEPICTED-- INV Oi T : 412.0)5 . REFERENCE l5 MADE TO THE SUBDIVISION PLAN REFERENCED HEREON. ) --1 / 3. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED WITH STRAW- If: PRIOR TO ISSUANCE OF C.O. IF THE SEASON DOES NOT PERMIT SEEDING THEN" THE LOT MUST DE STABILIZED WITH STRAW OR EROSION CONTROL NETTING •r0 PREVENT WINTER AND SPRING EROSION). s PROPERLY INSTALLED EROSION AND SEDIMENT CONTROLS MUST { F- BE IN PLACE TO CONTROL. ANY EROSION AND SEDIMENTATION ! __j t/? PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE FOR ALL 44 A-004STABILISATIONREQUIREMENTS./ 4. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. j2 , 5. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT Uc1`6 J A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. -- 63 LF -4" A6, PARCEL ZONED R--80, CO S f / 7. HOUSE SEWER TO BE A 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE S= 1.0% ASTM A- 888, 0R APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE o CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF Y4" ~ _---- 0) PER LINEAR FOOT. co C) 8, TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL. TO BE PLACED PRIOR T4 TRENCH r, Q%° EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, ` 1 BELDUMPED ATOAD OR H THEIEDGE SE OOFATHE STRIPPED AREA ANDCT THE FILL AREA COMPACTED WITH REMOVAL. MATERIAL TO INSTALL LFN4'' 4' x8p Q DRIVEN VEHICLES. CONCRETE GAL RIES PRO D --B X 9. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED TO SHED SURFACE f 13z RUNOFF AWAY FROM SYSTEM. TOP: 412.0 INV( N ): 411.42 10.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT oI= HEALTH CODE. INV: 411.25 INV( U T): 41 5 11.N0 STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS ARE: TO BE BOTTOM: 408.0 DISCHARGED TO THE SEPTIC SYSTEM. ---- _ r12. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS PLAN,PROP. THE INSTALLER SHALL 'STOP WORK AND NOTIFY THE HEALTH DEPARTMENET AND THE DESIGN ENGINEER MMEDIATEL BIT. D I VE13. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE AS SOON AS POSSIBLE. - ©uea 14. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM __' ®® LA0, THE SEPTIC SYSTEM. N ,6.!*e 15. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO THE ENGINEER FOR `' °°° y ' ;,_ RESERVE AREATHEPURPOSE4FCREATINGANAS --BUILT DRAWING FOR. THE HEALTH DEPARTMENTE (IF REQUIRED). r 16. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OF 18" TO MOTTLING, - `"'`. AND 48" TO LEDGEI`OCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR LOCATION MUST. BE Lij ..„ HEALTH DEPARTMENT. APPROVED BY ENGINEER AND H E Q Q2 17. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER SOURCES OF POLLUTION. Cj 4 2 TO BE WITHIN 75' OF A WELL. r, t 18. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE 2002 : o' „ O Tib LOA --- PROP. SI TCONNECTICUTGUIDELINESFORSOLIEROSIONANDSEDIMENTCONTROLBYTHECONNECTICUTCOUNCIL _ -----< -" FENCE 411 L FOR SOIL AND WATER CONSERVATION. . I 19.MAINTAIN A MINIMUM 10' SEPARATION DISTANCE BETWEEN WATER SERVICE/FOUNDATION DRAIN AND SEPTIC SYSTEM. a -4 T VOW TYP.) WHEN LESS THAN 25' SEPARATION DISTANCE, USE TIHT PIPE.. ( "` -Imam TH L48MATCH..20. CONFIRMATION TEST PIT TO BE DUG AT NEW SYSTEM LOCATION WITH DESIGN ENGINEER PRESENT '"' ---_ z TO CONFIRM SIMILAR SOIL PROFILE. NO RESTRICTIVE LAYER FOUND -ENGINEERED SYSTEM NOT REQUIRED.'`' TN LOC `- -- / MAP REFERENCE(S): ` J% S CALE: f 1. SUBDIVISION PLAN ZONING DISTRICT WRPw160, R-80 AND R--120 PREPARED FOR OXIBY FARM, LLC j BUILDING ENVE-LOPE (NEW) TN L4D` 99 FORSYTH ROAD, OLC COLCHESTER ROAD & OXOBOXO DAM ROAD MONTVILLE, CONNECTICUT"; LIMIT 20O DATE 05/01/2000, "REVISED THROIUGH 9/06/00; SHEETS 4, 7 & 14 OF 20; PREPARED BY h CPK CHANDLER, PALMER & KING. ' PROP. REVISIONS t SECTIONS 0--30Qb--1 THRU 20-'300b-'20 860.291.8755 Dependent Resurvey Prepared For: 0 -1 It 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT ON P y SHEETzliit LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN n n THE STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE V Q C Q (I Q Q p INFORMATION. ALL EXISTING UTILITIES SHOULD N" BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A -T2. 40 0 20 40 as Ajrred Janet weg.1na 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO r TO THE BEST OF MY KNOWI -DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rof2rrFEET L? SIGN.° ffM/ OR/I wnr: fC/d/ G'HEr'KED: RPM Lot 4/4,v0040 Old Colic eater Roy. CONSTRUCTION. 12882 1 inch = 40 ft. ° q Planners NO.: oa TE, lune 76 2004 FDA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE Ilvll Engineers P >r °y lr CIS , IMPRESSION SEAL AND ORIGINAL SIGNATURE 165 south satellite road •south Windsor connectirut 06074 DRAWING A10.. KM/---% re %n Q. d/ I ifY'Il lnlltil t 4tlOFTHEPROFESSIONALENGINEER/SURVEYOR. NO. DA TE DESCRIP TION BY RICHARD P. MARTEI LIC. No. I