The URL can be used to link to this page

Home My WebLink About302.1IF -1 LEGEND PROPERTY LINE BUILDING LINE ANGLE POINT Q IP FND IRON PIN OR PIPE FOUND ® MON FND MONUMENT FOUND Q Dhi FND DRILL HOLE FOUND • IP 5ET IRON PIN TO BE 5ET ■ MON SET MONUMENT TO BE 5ET:' Dhi 5ET DRILL HOLE TO BE SET ROAD BUTLERTOWN STONE WALL -- �"-- — --- � __-- x WIRE FENCE JET `- ire, :>� 230 . 51LTFENCE OR hAYBALE5�) _ 230 ---- ' �''r'� ' ' BIT. DRIVEW YA --+�►- 500 - EXISTING CONTOUR 1--' EDGE WOODS OR CLEARING IP FND S `.30'54'06"E 181.56' ..MON FND _---- — / 23 - .. 3 0 S 33' 33' 05"E 234.30' .' 2 ... "' _ --- - 228 - I'P FND ` DOVE EXISTING SEPTIC TANK TO NEW LOCATION 227X32 228 ADDITION L TEST KITS 21 & 2- 2'Z� ®TEST PIT#18 TEST PIT#2o �(m� BES D G AND PERC. TEST"PERFORMED °O n BE FOR NY WORK IS STAR TEST PIT#17 27X5 TEST PIT#19 j T r"f i II- -- 226 89 CONC. DRIVEWAY 4 • PROP. ® TAN 115 �. TEST PIT#21 _ - H'40 - 26 _. - 2 (TIG IPE 2 f �� •t r, �' G -=- --- - --n EXISTING Ilk do 6 C�L M[,} WELL C° ---.. �1A - v 226X227 27 226 is 56, DESIGN NOTES.- 1. OTES.1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTI❑N OF THE TOWN SANITARIAN. 2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT SUCH AN INSTALLATI❑N IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED, 3. THE DESIGN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND LOCAL HEALTH CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. WE CAN NOT GUARANTEE AGAINST FAILURE DUE TO IMPR❑PER INSTALLATION, IMPROPER MAINTENANCE OR TO NATURAL PHENOMENA BEYOND THE SCOPE OF NORMAL FIELD INVESTIGATION, NOTE: 1. LICENSED SURVEYOR WILL STAKE SYSTEM IN FIELD PRIOR TO CONSTRUCTION. 2. THE AREA UNDER THE SELECT FILL SHALL HAVE THE TOP SOIL REMOVED AND INSPECTED PRIOR TO SELECT FILL PLACEMENT. i MLSS CALCULATION HEBRO i\ CT. 25' FF X PF = MLSS (FEET) PROP C.,L. ::C3, 32-5 20 X 1.0 X 1.5 = 30 - 50' TEST PIT j 19 0" OFFICE TF.226.00 10" o Q SOIL 18" 54" SUB SOIL 224 -- 96" SILTY PROP ® TEST SPIT 22 ' ;� 54" 100" SILTY CLAY 44" FL.220.00 54" MOTTLING 80" WATER _ __ 100" WATER TEST PIT # 18 _ 0" EXISTING BUILDING 0" 14" LOAM 12" 50" SUB SOIL 14" 39" SUB SOIL '= • PROPOSE BUILDING (SLAB) FFLR. ELEV. 227.41 50" MOTTLING - WF#97 39" MOTTLING 4� WATER FFLR. ELEV. — 227.41 - -- 222 -- 3 --- -- - --- - __ _� — --- -- -- -- ----- - _ Z. SEQU"CS QlP 1CrlTY — HOiJSa LOT DLrVBLOP"N!' �1� ., _ - Q o 1. LIMITS OF DISTURBANCE. Upon approval of individual site plan t� - --� • development, the limlt of development shall be establishedln the field structure, Disturbance limits shall be 25-35 feet -- for each proposed �. 220 22 • beyond the proposed building and shall be bounded by staked haybales or !ti 222 - 2. silt fence, ER❑SI❑N CONTROLS, Area to be disturbed shall be bounded by staked -. 220 - . haybales or slit fence, All erosion controls, Including slit fence and ---WF 9 9 torr , ,, , enrrF ----- antitracking pad, shall be Installed and Inspected by the Land Use - --.� - 10 1 _ - - '� Planner/ZEO and Wetland Agent Prior To Stumps Being Pulled, Grubbing, Or Excavation, The Planner/ZEO and Wetland Agent may Modify the ---- erosion control requirement based on field conditions so as to adequately control erosion and slltatlon from the site. 220 .� 3. TREES CLEARED . Trees shall be cleared and cut to length and stacked - FL.218.00 or removed from site. Then the putting of stumps, grubbing and or excavatlon will begin, I WF#1021W -F WF.# 103 _- 4. DRIVEWAYS, Alt driveway and driveway shoulders shall be stripped, graded as shown on plan, and gravelled, All driveway shoulders shall be R.'PRAP -- stabilized Immediately upon grading, either by diverting runoff, LOT 32-5 mulching, or seeding, haybales and silt fence or other approved measures the same day that cuts are made. 5, T❑PS❑IL, All topsoil shall be stripped and saved In an area asSQ*FT* 2479396 _ +-�V� 1 Q -# _ _-- _-_ _ _ - 21 shown on the Ian or as approved b the Planner and Wetland Agent. P PP y gWETLANDS the -in -- ACRES NOTE _4 w __ WF 1 OS5.6`0- Topsoil shall not be removed from site except as compliance with WETLAND LOCATION WERE TAKEN FROM THE JLiBL)I '�Il;iv— __ _"` — —__ 1AL _. _ r 'fir 106 the Zoning Regulations. PLAN AS REFERENCED AND WERE FLAGGED BY RIC1-'4`,RD'- 6. CONSTRUCTI❑N AND DISTURBED AREA, Excavation and construction shall SNARSKI SOIL SCIENTIST. w - �-- commence following Inspection and approval of erosion control and _ _ - �1/_F# 1 07 214 construction of the driveway, The disturbed area shall be so as COVER Wf NON—MK>IVVEN to contain runoff within the lot to the greatest extent possible. 12'0_ ' 12 FABRIC FR.TER � 7. SITES IN WINTER. When a site will be open during the winter Months, rough grading and 4-6 Inch mulching must occur prior to construction In EXISTING GRACE SO' MIN, - - ------ - order to minimize erosion and uncontrolled runoff during the winter /KACE i" SALVAGED TOPS& r months, TO EMI. GRADE LMM SEED � ! 8. DRAINS. Foundation and curtain drains shall be Installed as shown 15' RADIUS on the approved plan, ANY CHANGES TO THE L❑CATION OF THE DRAINS OR THE Q ADDITIONS OF ANY DRAINS SHALL BE APPROVED BY THE PLANNER AND WETLANDS Q O AGENT PRIOR TO INSTALLATI❑N. 9, COMPLETE SITE WORK, Finish grading shalt occur as soon as possible Lj on all lots where there is potential for erosion and for degradation of ie" o wetlands and watercourses. Lots shall be finish...graded, seeded with 1" BROKEN STONE APPROVED ¢ CT, D,O.T. 25 MIN. perennial grasses sultabte for the respective amount of sun or shade and N" GROUND WATER 48" MIN. CRUSHED GRAVEL L7 mulched prior to Certificate of Zoning Compliance, Z - 10. FINAL STABILIZATION. EROSION CONTROLS SHALL BE MAINTAINED ON THE R LOT AS LONG AS THEY ARE NEEDED TO CONTROL EROSION AND SEDIMENTATION. LEDGE ROCK _ 11. All E&S controls shall be Inspected on a dally basis and maintained w X Ld as necessary until all disturbed areas are permanently relegated or NOT TO SCALE otherwise stabllized, DESIGN NOTES.- 1. OTES.1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTI❑N OF THE TOWN SANITARIAN. 2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT SUCH AN INSTALLATI❑N IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED, 3. THE DESIGN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND LOCAL HEALTH CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. WE CAN NOT GUARANTEE AGAINST FAILURE DUE TO IMPR❑PER INSTALLATION, IMPROPER MAINTENANCE OR TO NATURAL PHENOMENA BEYOND THE SCOPE OF NORMAL FIELD INVESTIGATION, NOTE: 1. LICENSED SURVEYOR WILL STAKE SYSTEM IN FIELD PRIOR TO CONSTRUCTION. 2. THE AREA UNDER THE SELECT FILL SHALL HAVE THE TOP SOIL REMOVED AND INSPECTED PRIOR TO SELECT FILL PLACEMENT. i MLSS CALCULATION HEBRO i\ CT. LOT HF X FF X PF = MLSS (FEET) 06237-0497 32-5 20 X 1.0 X 1.5 = 30 TEST PIT # 17 TEST PIT j 19 0" 10" LOAM 0" 18" LOAM 10" 44" SUB SOIL 18" 54" SUB SOIL 44" 96" SILTY CLAY 54" 100" SILTY CLAY 44" MOTTLING 54" MOTTLING 80" WATER 100" WATER TEST PIT # 18 TEST PIT #20 0" 12" LOAM 0" 14" LOAM 12" 50" SUB SOIL 14" 39" SUB SOIL 50" 98" SILTY CLAY 39 102" SILTY CLAY 50" MOTTLING 39" MOTTLING NO WATER 72 WATER CONSTRUCTION ENTRANCE NOT TO SCALE POST W -r ate. 1'-4"3=o)W GM SON COHTEM FMM YAC BURY MR TMOCK � � �: t � ►. •. � 11;1 i� J&P REFERENCE: U IMPROVEMENT LOCATION PLAN PREPARED FOR UNDO CONSTRUCTION SILT FENCE BARRIER 32G BUTLERTOWN ROAD MONTVILLE, CONNECTICUT SCALE: I" = 20't DATE: AUG. 18, 1998 ::; TO MY KNOWLEDGff AND BELIEF, THIS MAP 15 TO MY KNOWLED AND BELIEF THIS MAP IS SUBSTANTIALLY GRAPHIC SCALE 5U55TANTIALLY CORRECT A5 NOTED fMEREON. CORRECT ASN r� HEREON. 20 0 20 40 l TNI -, DPawlt I` h0! ALID 011LI-Y, IF BEAP, _ PJ EMB( ,_EL- _)P (.F+LURED IIJI ,EHL MID L)PICM,14i COI ORD ;i+,Ddl,= 11 IPE. MARK REYNOLDS . E. #19789 CERTIFICATION- IS OT V WITHOUT LIVE SIGNATURE (IN FEET) AND EEMBOS%b PREM) TYPE SEAL. I Inch = 20 ft. ROBERT W. HEI15TROM, L.S. #! 3626 ■ „ open - 3870B 07 91W pen --38.0807„w 779 27 IP FND BUTLUOWN ROAD H ROB LSTROM LAND S VEYING 32 MAIN . TREET HEBRO i\ CT. P.O. B(, 49'7 COLUMBIA, CT. 06237-0497 BOUNDARY SCALE: 1 ” = 100' DESIGN CRITERIA PROJECTED NUMBER FACTORY WORKER GALLONS PER LEACHING AREA OF EMPLOYES NO SHOWER SQ. FT. REQUIRED GALLONS PER DAY 10 X 25 = 0.8 — 312.5 56' 12" GALLERY X 5.9 = 330.4 SQ .FT. PROVIDED YAP STANDARD NOTES . TI115 SURVEY 11A5 BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b- I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY PERFORMED IS A IMPROVEMENT LOCATION PLAN BOUNDARY DETERMINATION tS BASED ON A RESURVEY OF PROPERTY AND CONFORMS TO THE A-2 CLASS OF ACCURACY. 2. TOPOGRAPHIC FEATURES, IF SHOWN 11EREON,WERE PREPARED IN ACCORDANCE WITH CLASS T- 2 . plpma.d. -Z/2/Lo 5- IMPROVEMENT LOCATION PLAN — PREPARED FOR PATERSON MANUFACTURING SHOWING NEW PROPOSED BUILDING LAYOUT 326 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT l�bul z;�t" ya�� SHEETS I OF I JOBS! 2005-004 •-DESCRIPTION DATEVISIONSDATEJANUARY 19, 005 BY• E.R.M. S'(:A%�; I " = 20' FILE #PA05004 ■ - �l