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Home My WebLink AboutLocation & Topo Survey�i In- rn Tnp OF EA64NKAIENT r-mvl-vacv upr%nur-, GR40E TO PREVENT PONDING ML 6* BACKFILL (MIN) NON-VIOVEN FABRIC FILTER 2" Ulk1" 9ZE BROKEN STONE 6*(MIN) 4" PERF PVC 18- WN, TO GROUNDWATERIMOMING 4-8' Adik TO LEDGEIROCK A A 40% x 4 S"TunNE t L A C; H / N G * " T REW" C NOT TO SCALE m 9' ON CENTER AUSTIN HEW= & SONS INC. ((NGIff-OF -WAYS —POINT TO POINT TO BE SET --- BE SET N23`51 '40 IE k7 67.44'- rIT _A NIF MEYER KRAVITZ & KRAVITZ EQUrI`Y ASSOCLA77ON v VOJZ-T 77 !?-A PAGE 54 GRAPHIC SC 0 10 20 4-0 P. 0. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNEC77CUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 POINT Tru BE SET S23*52'47'*W 0 150.51 ' 6 - STONE DRIVEWAY TURN -AROUND - 04 PROPOSED WELL BENCH )LIRK REBAR W/ CAP SET ELEV 78.75 (ASSUMED DATUM) INV 66.85 EDGE OF R`IVE T)ING Ar FIELT PAVEMENT �--NV. =e 41 :INETSNET 3562 3297 N23*5 1'40"E N23"51 '40 _E N2J'2 1 :j2 T _100-00 95 100.00' W ri --POINT TO 0 -Box D BOX INV 71.25 INBE SET INV 71,42 IN INV 71.25 OUT INV 71.25 OU T LEAKOl WF D --BOX 250 GALLON PROPOSED INV 71.25 IN PARKING SEPTIC TANKJ" INV 71,25 OUT INV 72.50 IN INV 72,25 01 T C) _yp. HOUSE 20 '- 4'� Pte:WF4 SCHED 40 S=O. 04 2 �A 4 elum IPROPOSED W P5 TPA WELL Al2L V V P-3 V "oI, BOTTOM OF ALL SEDIMENT LEACHING TRENCqFS FENCE L EV 70.7,E Tplj 100% RESERVE AREA u PORCH BENJAJOV P. & 7 7 7 --SAN INV SALLY FORBES 73. 13VOLEW 126 PAGN 784 INV 68.3 WITH PROPOSED PERFORATED END CAP - -Ilk 2 FAMILY HOUSE ti 2 BEDROOMSIMT to C FF 79. 00 fid' t1a hi 8SWT 70. 00 OUTE 4 4 72'- 4 PVC FOOT]! EAAJ t PIPE S=0.01 < ' 0, \PECK _zr 'z/ VV�_7 30'-4" PVd SCHED 40 i 4� S= X *IF -T t_ SEDIMENT FENCE 1.37 POINT TO BE SET CHD qIGHWAY FENCE REC I N T E R S T A T E 0 S23*49*59"W tJ 5 DEEP j T—ST' PTT RES"(Tr_,ITS EAtl) &7, A B B R T VJ,:A WS -LEC .10 (iE!Mf JZAI N0T'ES DEEP TEST PIT ANE PERCOLATION TEST RESULTS 1, THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL. MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED 0 REBAR OR OR L.,' T( BES _T F FEES SNET SOUTHERN NEW ENGLAND TELEPHONE W/ WITH ip IF PIPE 2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 PW ASTM D 0"_ 4" TOPSOIL 0H DRILL HOLE 't MORS_ OR LESS, 19"- 94" MEDIUM COARSE SAND AND GRAVEL ASTM D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL. NO MOTTLING, NO GROUNDWATER, NO LEDGE UTILITY POLE CHD CONNECTICUT HIGHWAY DEPARTMENT THERE ARE NO WELLS (POTABLE, GEOTHERMALT , OR IRRIGAION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. TEST PIT fl"r 2 X__',_-�' x-, STONE WALL REC, RECOVERED SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, 50"- 97" MEDIUM COARSE SAND AND GRAVEL MON MONUMENT ill TP TEST PIT TEST PIT #5 0"- 11" TOPSOIL 5. WFLL 11"- 55m TAN MEDIUM SANDY LOAM BUILDING. SETBACK LINE ELEVATIONS PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL CONTACT ICALL - BEFORE- YOU- DIC" AT 55"- 81" GREY SILTY SANDS AND GRAVEL PERCOLATION TEST LOCATION TEST PIT #4 6. P. 0. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNEC77CUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 POINT Tru BE SET S23*52'47'*W 0 150.51 ' 6 - STONE DRIVEWAY TURN -AROUND - 04 PROPOSED WELL BENCH )LIRK REBAR W/ CAP SET ELEV 78.75 (ASSUMED DATUM) INV 66.85 EDGE OF R`IVE T)ING Ar FIELT PAVEMENT �--NV. =e 41 :INETSNET 3562 3297 N23*5 1'40"E N23"51 '40 _E N2J'2 1 :j2 T _100-00 95 100.00' W ri --POINT TO 0 -Box D BOX INV 71.25 INBE SET INV 71,42 IN INV 71.25 OUT INV 71.25 OU T LEAKOl WF D --BOX 250 GALLON PROPOSED INV 71.25 IN PARKING SEPTIC TANKJ" INV 71,25 OUT INV 72.50 IN INV 72,25 01 T C) _yp. HOUSE 20 '- 4'� Pte:WF4 SCHED 40 S=O. 04 2 �A 4 elum IPROPOSED W P5 TPA WELL Al2L V V P-3 V "oI, BOTTOM OF ALL SEDIMENT LEACHING TRENCqFS FENCE L EV 70.7,E Tplj 100% RESERVE AREA u PORCH BENJAJOV P. & 7 7 7 --SAN INV SALLY FORBES 73. 13VOLEW 126 PAGN 784 INV 68.3 WITH PROPOSED PERFORATED END CAP - -Ilk 2 FAMILY HOUSE ti 2 BEDROOMSIMT to C FF 79. 00 fid' t1a hi 8SWT 70. 00 OUTE 4 4 72'- 4 PVC FOOT]! EAAJ t PIPE S=0.01 < ' 0, \PECK _zr 'z/ VV�_7 30'-4" PVd SCHED 40 i 4� S= X *IF -T t_ SEDIMENT FENCE 1.37 POINT TO BE SET CHD qIGHWAY FENCE REC I N T E R S T A T E 0 S23*49*59"W tJ 5 DEEP j T—ST' PTT RES"(Tr_,ITS (iE!Mf JZAI N0T'ES DEEP TEST PIT ANE PERCOLATION TEST RESULTS 1, THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL. MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED DEEP TEST PITS WERE WITNESSED BY DAVID COUGHLIN OF THE UNCAS FOR THIS SEPTIC` SYSTEM SHALL CONFORM TO THE CURRENT EDITIONIREOSION OF THE 'TECHNICAL STANDARDS HEALTH DISTRICT AhD JOHN FAULISE, L.S. OF BOUNDARIES LLC ON FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2004 OF THE CONNECTICUT PUBLIC HEALTH 10-8-04. PERCOLATION TEST WAS PERFORMED BY BOUNDARIES L.LC. CODE BY THE STATE OF CONNECTICUT. DEPARTMENT OF PUBLIC HEALTH, TEST PIT P 2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 PW ASTM D 0"_ 4" TOPSOIL 17851ASTM D 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO- 2 OF *TECHNICAL STANDARDS FOR 4"- 19'w TAN MEDIUM SANDY LOAM SUBSURFACE SEWAGE DISPOSAL SYSTEMS" ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC 19"- 94" MEDIUM COARSE SAND AND GRAVEL ASTM D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL. NO MOTTLING, NO GROUNDWATER, NO LEDGE J. THERE ARE NO WELLS (POTABLE, GEOTHERMALT , OR IRRIGAION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. TEST PIT fl"r 2 0"-- 8" TOPSOIL 4, THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. 8m- 50" TAN MEDIUM SANDY LOAM SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, 50"- 97" MEDIUM COARSE SAND AND GRAVEL GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE' NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. TEST PIT #5 0"- 11" TOPSOIL 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND 11"- 55m TAN MEDIUM SANDY LOAM ELEVATIONS PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL CONTACT ICALL - BEFORE- YOU- DIC" AT 55"- 81" GREY SILTY SANDS AND GRAVEL 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, TEST PIT #4 6. APPROVED AGGREGATE SHALL BE STONE AGGREGATE OR OTHER PRODUCTS APPROVED BY THE COMMISSIONER m_ OF PUBLIC HEALTH. STONE AGGREGATE SHALL BE BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL 0 4" TOPSOIL MEETING THE CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 (OR LATEST REVISION THERETO) 4"- 21" TAN MEDIUM SANDY LOAM SPECIFICATION M.01.01 FOR NO. 4 STONE, FREE OF SILT, DIRT, OR DEBRIS, SHALL SHOW A LOSS OF' ABRASION 21"- 97" MEDIUM C0ARSE_ SAND AND GRAVE! OF NOT MORE THAN 507. USING AASHTO METHOD T-96 AND CONFORM TO THE FOLLOWING: SIEVE SIZE PASSING P-1 PERCOLATION RATE 0 28" DEPTH = 8.3 VINUTESIINCH 2 INCH 1007. 1.5 INCH 90 - 100% I INCH 20 - 55% 314 INCH 0 10,9 TARY DESJI�W CRPT RJA 318 INCH 0 - 5,17, 7. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE PROPOSED 2 FAMILY HOUSE WITH 2 BEDROOUSIUNIT = 4 BEDROOM HOUSE UNCAS HEALTH DISTRICT AND THE DESIGN ENGINEER. DESIGN PERCOLATION RATE = 5.1-10.0 MINUTESIINCH LEACHING AREA REQUIRED 660 SF EFFECTIVE 8. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER. DESIGN: 1,250 -GALLON SEPTIC TANK AND 3 ROWS OF 75' OF 4' WIDE, HIGH LEACHING TRENCHES WITH ENDS CONNECTED, 9� SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM 5 1 S M LEACHING AREA PROVIDED: 3 x 75' x 3.c7 SFILF = 675 SF EFFECTIVE A. STRIP ALL TOPSOIL, VEGE-TA77ON AND ORGANIC MATERIAL IN T14E AREA OF AND 5' SURROUNDING THE 1007* RESERVE AREA PROVIDED PRIMARY LEACHING TRENCHES. B. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE #6. C. COVER SYSTEM WITH A MINIMUM Of- 6" OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND SEED A41�J,VU_A IT ACHlW(j WITH GRASS TO STABILIZE. THE RNISHELD GRADE 10' FROM ANY PART OF THE PROPOSED ACHING ENCHES R M PO LE TR SHAD. BE AT LE L AST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH. S S � SPREAD D. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12 P6 BELOW FINAL GRADE. VLSS NEED NOT BE CONSIDERED DUE TO DEPTH OF RESTRICTIVE LAYER > 60" 70. FOR EXACT HOOSE DIMENSIONS, SEE BUILDING PLANS. WF8 COMPACTED BACKFILL EX CA VA If -- 6 "x 6" TRENCH —\ FL 0 � 12" ARk DEPTH GF 110 -r- A S F [7) M E N T IAIL NOT T-0 SCAL / HEREBY DECLARE THE WETLAND SOIL BOUNfRY 4S SHOWN ON THIS MAP IS SUBSTANTIALLY COP, CT. ROBERT C. RUSSO, C.S.S. JA TL. SITE LOCATI OP" �r ON Z ,V N. lu T1 - sc"j. ilo*=1000' S -1 17 lR'_VEyWO dt ES 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB- 1 THROUGH 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES AND "STANDARDS FOR SURVEYSAND MAPS 3 IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE By THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN IMPROVEMENT LOCA TION AND TOPOGRAPHIC SURVEY BASED ON DEPENDENT RESURVEY AND CONFORMS TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR SITE DEVELOPMENT, 2. NORTH ORIENTATION DEPICTED HEREON IS BASED ON A MAGNETIC BEARING TAKEN ON NOVEMBER 29, 2004- J. CONTOURS DEPICTED HEREON WERE DERIVED FROM ACTUAL FIELD SURVEY AND ARE BASED ON ASSUMED DATUM. 4, REFERENCE MAPS: A. "PROPERTY OF MOHEGAN REALTY CO. INC., MONTALE, CONN., SCALE: 1"=100% MAY 7, 1960, PREPARED BY THOMAS V. PETERSON. B. VAP SHOWING LAND OF CALVIN H. JR. & PHILLIS R. HEATH, 16 FIELDING DRIVE, UNCASVILLE, CONNECTICUT, SCALE, 1'* --40', OCT 2, 1972, PLAN 225--72," PREPARED BY RAMON S. MAGSUMBOL, C.CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF MONTVILLE, CONNECTICUT TURNPIKE, FROM RAA40ND HILL ROAD NORTHERLY To, THE MONTVILLE- NORWICH TOWN LINE, SCALE: 1"=80. DATE.- DECEMBER 27, 1962, REVISED TO., APRIL 29, 1965, NUMBER: 85-06, SHEET NO. 1, SECTION 2. D. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF MONTWLLEA CONNECTICUT TURNPIKE, FROM RAMONO HILL ROAD NORTHERLY TC THE MONTVILLE- NORWICH TOWN LINE, SCALE. 1"-80. DATE. OCTOBER 25, 1962, NUMBER: 85-06, SHEET NO. 6 OF 6, SECTION I,' "TOWN OF AdONTWLLE MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM A40HEGAN REALTY CO., INC., BY THE STATE OF CONNECTICUT TURNPIKE, SCALE., 1'--40. PUB, ACT 52, SPEC. SESSION JUNE 1955, JULY 1960,*" PREPARED BY STANLEY L. ALLEN. F. "PLAN MADE FOR A40HEGAN REALTY CO. INC. IN THE TOM OF MONTVILLE' SCALE: 1 =100', DEC, 1956," PREPARED BY F. E ROBINSON. G� "TOWN OF MONTOLLE MAP SHOWNING LAND & RIGHTS OF ACCESS ACQUIRED FROM COUNTY OF NEW LONDON BY THE STATE OF CONNECTICUT, GREENWICH -KIL LINGL Y EXPRESSWAY, SCALE; lm=40'v 1953 SUPP. CHAP, 107., PART W, MARCH 1955, SHEETS 1 & 2 OF 2. " 5. INLAND WETLANDS DELINEATED BY ROBERT C. RUSSO, C.S.& JJW_PlJR10`VE."A4EJVT IOCAJ!()."N' —AND— I t-1POGRAPHIC S.UJRA`T`y PREPARED FOR "TO MY CORRECT ASWe-E KND HEREON O AND BELIEF" THIS MAP /S jUBSTA'J;ttLY ATC)Lf c'(1Nsi�R�A 1( L, n OLIN UIPA-MISE JR, L.S. 70016 f ds -!,(,'ENSE N TE 80 FIELDING DRIVE /J7awj MONTVILLE,, CONNECTICUT SCALE: 1 "-=20' MARCH 2005 JOB 1. D. NO. 04--10066