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Home My WebLink AboutPlanGROUND SURFACE APPROVED FILTER FABRIC LEACHING GALLERIES AT 15' o.c. COMMON BACKFILL ff 12,) H. GALLERYs ® ''` ' T 1" SIZE BROKEN I STONE, EACH SIDE (-_w_..I ; I .._. _IIT 18" MIN. TO MAX WATER 48" MIN. TO LEDGE 41x8'x12"PRECAST CONCRETE I EACHING GALLERY NOT TO SCALE KL x r i 255 f 62 - 52 AL 359 t s 76 AL AAA r . AL AL AL n THESE PLANS ARE THE SOLE PROPERTY OF J. ROBERT PFANNER ASSOCIATES P.C. AND HAVE BEEN PREPARED SOLELY FOR THIS OWNER ON THIS SITE. ANY REPRODUCTION OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM J. ROBERT PFANNER & ASSOCIATES P.C. MAY BE AN INFRINGEMENT OF THE FEDERAL COPYRIGHT ACT. r 3r ` 1 AL OJ ' A& AL \ 58. 39 N 83.69'49' E i DRAWN BY: Jpr DATE: 5-16-03 2 8/26/08 HOUSE LAYOUT CHANGED &SYSTEM SHIFTED RDP 1 9/1-5/63 HOUSE REVISED AND GRADING CHANGED RDP NO. DATE DESCRIPTION BY REVISIONS arc cto- -"" j l 239,. _ 1 NEW -JUNCTION B OX SILT FENCE EXISTING GRADE - EXISTING 2-4 PVC UNDERDRAINS -, I HAVE REVWEWFD THESE PLANS AND HAVE FOUND THE WETLANDS PLOTTING TO BE ACCURA TE. BASED ON FIELD RECORDS OF WETLANDS DELINEA TION. TV C] T f"` A l C"4 T I -r r r- n i m DONALD J FORTUNATO CERT/PIED SOIL SCIENTIST No.2278 JeROBERT PFANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 INSTALLATION SCALE : NONE 9442 40 TEST HOLE 1 TP 0" -12" TOPSOIL DELP TEST HOLE 12"-24" SILTY SANDY SUBSOIL SANITARY DESIGN NOTES: V 24"-90" COMPACT FINE SILTY SAND Q PERCOLATION TEST G.W. ® 24", NO LEDGE o IRON PIN RECOVERED TEST HOLE 2 MERESTONE RECOVERED 0" -12" TOPSOIL EXISTING CONTOUR 12"-28" SANDY SILTY SUBSOIL 300 PROPOSED CONTOUR 28"-100" COMPACT FINE SANDY SILT G.W. @ 28", NO LEDGE It BUILDING LINE W WAFER LINE TEST HOLE 3 0" -12" TOPSOIL U UTII--ITIES (PHONE,ELEC.,CABLE TV,ETC.)12"-29" SANDY SILTY SUBSOIL D FOHNDATION DRAIN 29"-102" FIRM FINE SANDY SILT CDL, UTILITY POLE G.W. @ 28", NO LEDGE 98x0 EXISTING SPOT ELEV. TEST HOLE 4 98x0 PROPOSED SPOT ELEV. 0" -10" TOPSOIL TREE LINE / LIMITS OF CLEARING 10"-28" SANDY SILTY SUBSOIL 28"-91" FIRM FINE SANDY SILT F.F.F. FINISH FIRST FLOOR G.W. ® 28", NO LEDGE F.B.F. FINISH BASEMENT FLOOR F.G.F. FINISH GARAGE FLOOR I 152 STARTED. WETLANDS FLAG 5'1LFENCE 0000 STONE WALL KL x r i 255 f 62 - 52 AL 359 t s 76 AL AAA r . AL AL AL n THESE PLANS ARE THE SOLE PROPERTY OF J. ROBERT PFANNER ASSOCIATES P.C. AND HAVE BEEN PREPARED SOLELY FOR THIS OWNER ON THIS SITE. ANY REPRODUCTION OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM J. ROBERT PFANNER & ASSOCIATES P.C. MAY BE AN INFRINGEMENT OF THE FEDERAL COPYRIGHT ACT. r 3r ` 1 AL OJ ' A& AL \ 58. 39 N 83.69'49' E i DRAWN BY: Jpr DATE: 5-16-03 2 8/26/08 HOUSE LAYOUT CHANGED &SYSTEM SHIFTED RDP 1 9/1-5/63 HOUSE REVISED AND GRADING CHANGED RDP NO. DATE DESCRIPTION BY REVISIONS arc cto- -"" j l 239,. _ 1 NEW -JUNCTION B OX SILT FENCE EXISTING GRADE - EXISTING 2-4 PVC UNDERDRAINS -, I HAVE REVWEWFD THESE PLANS AND HAVE FOUND THE WETLANDS PLOTTING TO BE ACCURA TE. BASED ON FIELD RECORDS OF WETLANDS DELINEA TION. TV C] T f"` A l C"4 T I -r r r- n i m DONALD J FORTUNATO CERT/PIED SOIL SCIENTIST No.2278 JeROBERT PFANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 INSTALLATION SCALE : NONE 9442 40 235 t 5'x5'x1' 6" -RIP -RAP VEW 24'-12" NDP PIPE NEW -12" FES - PROPOSED GRADE 12' DRIVEWAY 7 EAST LYME, CONNECTICUT DATED APRIL 15,2003 BY J. ROBERT PFANNER & ASSOC. 2. A3EA OF WETLANDS FILLED = 1527 S.F. AF'EA OF UPLANDS DISTURBED -r 4166 S.F. VOLUMN OF FILL IN WETLANDS = 220 C.Y. 20 10 0 10 20 30 PIPE CROSSING SCALE 1 " = 10' GRAPHIC SCALE 0 20 40 80 180 IN FEET ) 1 inch = 40 ft. SOIL AND -EROSION CONTROL 1 • HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR 10 CONSTRUCTION. 2• ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTERCONSTRUCTIONFINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDINGDATESAREAPRIL15TOJUNE & AUG. 15 TO OCT. 1. 4• RECOMMENDED SEED (PER EROSION AND SEDIMENT CONTROL HANDBOOKKY31TALLFESCUE150lbs. PER ACRE. ) 5• HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALLDISTURBEDAREASAREPERMANENTLYSTABILIZED. 6• NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASHINTOTHEDRAINAGESYSTEM. 7• IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH ISTOBEAPPLIEDINACCORDANCEWITHTHETABLEBELOW. MULCHES RATES NOTES PER 1000 FT STRAW OR HAY 1/2 — 2 TONS 70-90ibs. FREE FROM WEEDS & COURSEPERACREMATTER. MUST BE ANCHORED SPREAD WITH MULCH BLOWER OR BY HAND 8• ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULDBEREPLACFR;EACH NIGHT. PLOT PLAN 1ct. BIRCH TERRACE 1' MONTVILLE CONNECTICUT PREPARED FOR THOMAS HINE PLOT-PLAN2-REV 1 I SANITARY DESIGN NOTES: V 1. BASIS OF SANITARY DESIGN = 4 BEDROOM HOUSE WITH 1-10 MIN. IN. PERC. RATE. E USE: MIN. 1250 GALLON SEPTIC TANK WITH 12" GALLERIES AS SHOWN. f TOTAL LEACHING AREA REQUIRED = 660 S.F. 1 r TOTAL LEACHING AREA PROVIDED: O IC ED. 112 OF 12 GALLEY ®5.9 SF/LF 660.8 S.F. 2. WATER SUPPLY BY ON SITE WELL, 3. SOLID PIPING BETWEEN SEPTIC TANK AND TRENCHES TO BE D3034 SDR 35 PVC. 1 4• REty OVE ANY UNSUITABLE M > MATERIAL WITHIN SEPTIC SYSTEM AND REPLACE WITH - SELECT FILL MATERIAL" THE FILL SHALL MEET THE , E FOLLO WING REQUIREMENTS UNLESS OTHERWISE APPROVED BY THE DESIGN IjF rrN PROFESSIONAL ENGINEER FOR USE: WITHIN THE LEACHING AREA: 1 v J A. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THEN THREE3 INCH SIEVE. I 20 !' B. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE R ETAINED ON THE4SIEVE (THIS IS THE GRAVEL!._ PORTION OF THE SAMPLE). C. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN R W IEAG HE ED AND THE SIEVE ANALYSIS1' STARTED. D. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITEPI 5'1LFENCE SIEVE SIZE PERCENT PASSING WET SIEVE PER EN T PASSING DRY SIEVE41001001070% - 100% 70% 100% 4 0 10% - 50%* 10q' - 0 75% U 100 0% — 20% 0% _ 5% l t 200 0% - 5% 07o - 2.5% s TdE PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF TH E PERCENT1 25'-4" -PVC SCH.40 PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. PRESSURE WATER PIPE 1 OR APPROVED EQUAL 5. SEFTIC TANKS GREATER THAN 12" BELOW FINISH GRADE SHALL HAVE MANHOLES SLOPE AT 1/4" PER EX T tNDED TO WITHIN 12" OF FINISH GRADE. SEPTIC TANKS MUST CONFORM TO ASTM C-1227 AND THEit1FOOT f 3 NEW CONNECTICUT PUBLIC HEALTH CODE REVISED JANUARY 1, 2007. 6. MLSS - (HF)26 x (FF) 2 x (PF) 1.2= 62.4' 1 LQi 7. ALL PIPING FROM BUILDING TO SEPTIC TANK SHALL BE PVC SCHEDULE 40, ASTM D 1785 OR ASTM D q) ,N 2665 WITH RUBBER COMPRESSION GASKET COUPLINGS HARCO MFG., ASTM D 3139 OR SOLVENT WWELDEDtioCOUPLINGS/ FITTINGS USING PROPER TWO STEP PVC SOLVENT SOLUTION PROCEDURE. URE. 4. 8. THE INSTALLER SHALL SUBMIT AS -BUILT SCALE DRAWINGS AND OR TIED AS --BUILT TO THE UNCASHEALTHDISTRICTUPON30DAYSOFCOMPLETIONWITHDISTANCESTOFLOWLINEATHOUSE, INLET AND1250GALSEPTICTANK F IN =` 283.25 OU7LET COVER OF TANK, D -BOXES, CLEANOUTS, END OF LEACHING ROW S, WELL, FOOTING/CURTAINL. r F.L. b.UT=283.00 l DRAINS AND BETWEEN TIE POINTS. IN ADDITION, PROVIDE THE NAME OF INSTALLER, DATE, HOUSELOCATIONANDSTREET/ DIRECTION ARROW. a 9. NO GARBAGE GRINDER SHALL BE USED IN THIS HOUSE WITHOUT A CHANGE IN THE SEPTIC TANK SIZE. 3 I NOTES: 1. BOUNDARY INFORMATION TAKEN FROM A MAP ENTILTED" LOT LINE RREVISION PLANFROPERTYOFJONATHANKATZBIRCHLANEANDMAIVILLEIDRIVEMONTVILLEAND 235 t 5'x5'x1' 6" -RIP -RAP VEW 24'-12" NDP PIPE NEW -12" FES - PROPOSED GRADE 12' DRIVEWAY 7 EAST LYME, CONNECTICUT DATED APRIL 15,2003 BY J. ROBERT PFANNER & ASSOC. 2. A3EA OF WETLANDS FILLED = 1527 S.F. AF'EA OF UPLANDS DISTURBED -r 4166 S.F. VOLUMN OF FILL IN WETLANDS = 220 C.Y. 20 10 0 10 20 30 PIPE CROSSING SCALE 1 " = 10' GRAPHIC SCALE 0 20 40 80 180 IN FEET ) 1 inch = 40 ft. SOIL AND -EROSION CONTROL 1 • HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR 10 CONSTRUCTION. 2• ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTERCONSTRUCTIONFINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDINGDATESAREAPRIL15TOJUNE & AUG. 15 TO OCT. 1. 4• RECOMMENDED SEED (PER EROSION AND SEDIMENT CONTROL HANDBOOKKY31TALLFESCUE150lbs. PER ACRE. ) 5• HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALLDISTURBEDAREASAREPERMANENTLYSTABILIZED. 6• NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASHINTOTHEDRAINAGESYSTEM. 7• IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH ISTOBEAPPLIEDINACCORDANCEWITHTHETABLEBELOW. MULCHES RATES NOTES PER 1000 FT STRAW OR HAY 1/2 — 2 TONS 70-90ibs. FREE FROM WEEDS & COURSEPERACREMATTER. MUST BE ANCHORED SPREAD WITH MULCH BLOWER OR BY HAND 8• ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULDBEREPLACFR;EACH NIGHT. PLOT PLAN 1ct. BIRCH TERRACE 1' MONTVILLE CONNECTICUT PREPARED FOR THOMAS HINE PLOT-PLAN2-REV