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HomeMy WebLinkAboutSite PlanCROSS HATCHED AREA DENOTES EXISTING RIGHT OF WAY IN FAVOR OF THE CONNECTICUT LIGHT & POWER COMPANY (PER REFERENCE MAP #3) t CURVE DATA TYPE "C" CATCH BASIN A=42'38'51 " O a STrfH ELEV 49 " 9.D7 R=275.00 T.F. ELEV=499.9? ^— Z CURVE DATA NV. ELEv=493.D5� �" t Arc 204.69 v LL: 17'22'06" TYPE "C" card BASIN \ \ a Ch=N28'49'36"W zof R=325.00' T.F. ELEV=499.5? \ j/ v 200.00' =c� Q of Arc=98.52' S82'29'49"W 'IT2 � a Ch=SO8'03' 16"E 50.00' ~ — , NMF#2-26 N/F Q -4 98.14' SEWER STUB % IrWFJ2-25 #2 2-1a < /O MARJORIE KROLL e $ 0 LocaTloN I \ LOC 101 uB CT 6 N LIMITS OF EXISTING 25 \NF#2-22 �F t3 , ' " t`g" DRAINAGE EASEMENT / wF 2-221 C CO, co, �/F N71 11 12 E <v # \ 44.33' /Q"�� (PER REFERENCE MAP #3) _ !#2 v S q<� IRON � O N/F *s l WF#2-a4-23 \ qT/ �Q p yFS /VX PIN C2� DOLBEARE - N/F WF 2 �42 = wF#2-17 C� C'D IRON S N/F ASSOCIATES,LOT6-20 -, " � ." � AS � ATEaRE14 LLC; °b \SBA\ �SF� fir' w S� TOWN OF MONTVILLE " �- �:� •h \ wF#2-15 S tiT R DE�� & c PIN �7 S / OAKDALE ELEMENTARY SCHOOL} 1 41� OT 621 y0/ ,yrl. WF12-16 `366, 323 `Sq/�( R% ✓. O Q '� f Z$3, � �,,I ryG0 _ WF#2-14 D, Sr/k LEvTYPECIL (� til q Z IRON I I I CP =' a care" B� N N24'S1'24"E N14'06'59"E FINN PIN S6 " 1_� T.F. ELN= 8.93 WF#2-13 WETLAND v 2 w�4 wF 51 �. AREA 47.17' 23.38 ?, 3,3ISS65'S7 18 E � � � # _ \ wF#2-11 IRON \ \ PIN NN 8 14 39.68 j ( wF#1- wF#2-12`� P WF#2-a PIN RA Y40 Vp / 1 � � 1-4s wF#1-53 � wF#2-s � k Z MgRC/q NC Vqs DRILL N N7 i' 14'36"E cv� / I \ WF#2-10 WF#2-7 ^o) 4 �� Vq QUF� r� HOLE IRON FIN wF#,-54 i n �" SQU� (b • PIN - 26.38 •h O C0 .� z WF#1 -1WF#2-6 .� W1711 -2 ` '� !` I#1-47 t � ry�M O WF#1 ry 1 \ WF#2-5 IRON 1 rWF,1-5 A l IRON W1711-4 WF#1-46 �� J \ WF#2-4 1� \ PIN HOLE � ����, � F#2-2 w # � % WF WF#2-3 dk WF#2-1 O \ WF 1-5 \\ \ % I # ONq N/F o o V9' - & PAULA p �/Cso �' wF#1-s — `" 1� -s� , - oN \ _ ! WF#, -.4.4 wF#1-5`s \ �� IRON CROSS HATCHED AREA DENOTES (,q JN ( —" ` 1 - '� ` PIN20 PERMANENT WATER MAIN S ���.wF#1 4s �EASEMENT IN FAVOR DF THE SC Dl�/ DRILL WF#1-7 \ , J / ' / �, 1 WF#1-57 , HOLE \ \ \ \ SOUTHEASTERN CONNECTICUT — — _ _ f // y y YMF#1-41 � - WATER AUTHORITY WF#1-S\` _ 2 T o # N nr , " _ .n+ wF ,� � �. I � _— , � 1_5�z, ,, — -- _ PER REFERENCE MAP #2) �� �,'VOL 487 • WF#1-10 ' °`� 1 — — J % i j; WF#1-41 - _ ? PG. 559 ry _ C£OR iil/F PROPOSED RESIDENCE e� _ '\ 1 WF#1-4D WF#1-59 -\ �' eR yo _ HOILJES} c c DRILL WF#1-11 _ s LIMITS OF 20' TEMPORARY WATER MAIN CONSTRUCTION # f� t EASEMENT ER REFERENCE MAP WF 1-12 WF 1 -39 P # - l j I WF#1-61D \ r\ #� I I v \ \ VOL_ WF 1-13 PG. � ` \ WF11-38 WF#1-61 WETLAND \ � _ t ! :2 wF#1�-62 _ IRON RE0 Iv/F WF#1-14 '°+ , �A � � � / / v �RICk AEA \ ,1 !#1=37 \ PIN PROPOSED BARN F cic MP,qpqJ4 . WF#1-63 \ 00WF#1-15\�\ ,, j� \ ON ---- /- Lor , 1 WF#1-36 WF11-64 511'48'26"E 61 wF#1-16 1 -65 \ v WOODE o 49. P©N 76 AREA IN Cn "F#1-35 wF#1-67 IRON+.� 11� ,I !IN,\ - PIN NS9.298p, 1D° _ DRILL 401 F FSC; IRON PIN N53'43'11 "W DRILL O L�RON 34.37' PIN IRON. N56'35'46 � PIN 12.99' N67' 14'57 60.75' N73'34'49 6.54' N53'11'28�LZ `�yC /,� 33.93' qR�q N C1/y y 44 LEGEND: N/F NOW OR FORMERLY MON. MONUMENT W FOUND TYP, TYPICAL WF WETLAND FLAG -EXISTING CONTOUR -494-- PROPOSED CONTOUR W_ WATER -ROOF DRAIN DE • • SILT FENCE BACKED 0 WITH HAY BALES CLA IRON '7 N50'26'25'"W 49.39' % N52'14'19"W 40.20' N78'45'03.W 32.88' SF SQUARE FEET +/- MORE OR LESS HYD. FIRE HYDRANT W.G. WATER GATE CB CATCH BASIN T.F. TOP FRAME INV. INVERT W_ WATER -S--- SEWER -E/`T' ELEC/TELE/CAN 0 GATE VALVE & GATE BOX IRON PIN RON P1NN IN "' v , 0 �S IRON PIN IRON wF#1-17 \ i I WOODED Will -68 \.� -- PIN ij AREA :WF#1-34 WETLAND AREA WF11-69 1 N \ t",33 !• WF#1-18 � -_ -0.66- --_ __ ._- � -- , , I — _ -32 'IMF#1-71.� WF 1-19 �� - WF#, -31 WF#1-72 � j SO1'20'48"E APPROXIMATE WETLAND LIMITS # — 25.48 v PER REF. MAP #1 \ �, - wF#1-30 � WF#74 WF#1-29 WF#1-73N WF#1-25 -, PIN WF#1-75 WF#1-20 — — \ (, . WF#1-2s VV y IRO� WF#1-76 P/ •WF#1-22 WF#1-26 WF#1-27 PIN J/ zo V. - � wF#1-77 "#1-2t LIMITS OF INLAND WETLANDS AS FLAGGED BY ROBERT C. RUSSO, CSS (TYP.) FINN rj WF#1-78 0 '` FIN co S42'56'01 YlI wF#1-79 F#1-80 IRONN O� 10.17' �\�' Pi NSA 70) \ St3 IRON PIN s- � o��i IRON PIN IRON PIN N6S• 8S 8�' IRON N50054'27"W X650 PIN 26.73' 7 /%S93A\ 93. \ S0 IRON PIN PION ky N62 48�,2g, \ lI\ I HAVE DELINEATED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD. ROBERT C. RUSSO DAT CERTIFIED SOIL SCIENTIST 100' 0 100' 200' SCALE: 1"=100' IRON PIN 1 hcifo- IRON �h�f PIN Gj hh �N CV 05 IRON PIN "sem �9s IRON ©w` '`39' DRII HOLE Co CIO IRON PIN N55016'1 0`W 57.38' DRILL. HOLE N62'38'11 W 59.23' N/F ROBIN HILL VILLAGE, LLC S8729'49"W 50.00' \ S20'45'40"W 59.20' -\ N/F DOLBEARE ASSOCIATES, LLC LOT 6-20 Nl315, g3E� 283 dine rV,0qeM \ S6W 14'20"E 25.00' N/F DO LB EAR E ASSOCIATES, LLC LOT 6-21 =03'52'53' =275.00" rc=18.63' 7.75' 20 45'40'E 1.51' NOTES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARD FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY - PROPOSED B. BOUNDARY DETERMINATION CATEGORY: DEPENDANT RESURVEY C. HORIZONTAL ACCURACY: CLASS A-2 TOPOGRAPHIC ACCURACY: CLASS T-2 D. INTENT: BASE MAP SITE DEVELOPMENT PLAN 2. SURVEY IS VALID ONLY IF PRINT OR MYLAR HAS EMBOSSED SEAL AND SIGNATURE OF SURVEYOR. 3. BASE FOR ELEVATIONS: REFERENCE MAP #1. LATEST FIELD SURVEY: NOV. 2001. 4. OWNER / APPLICANT: THOMAS HOLMES & STACY REED 5. PROPERTY IS LOCATED IN ZONING DISTRICT R-20 6. EXISTING UTILITY LOCATIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. LOCATIONS MAY VARY BASED ON AN ACCURATE FIELD DEMARCATION. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" 1-800-922-4455. 6" SOIL COVER NON -WOVEN FILTER FABRIC (MIN.) OVER STONE FINISH 4" PVC PERFORATED PLASTIC GRADE DISTRIBUTION PIPE (ASTM D 3033) 2" ONE INCH CLEAN BROKEN STONE OR SCREENED GRAVEL 12" " INVERT 6 (� 48" WIDTH 17 h8" I v MOTTLING LINE 12" x 48" LEACHING TRENCH NOT TO SCALE MAP REFERENCES: 1. BOUNDARY PLAN DOLBEARE MEADOWS PHASE II PREPARED FOR MARIANNE SPECTOR, OLD COLCHESTER ROAD, MONTVILLE, CONNECTICUT BY TOTAL TECHNOLOGY, NEW LONDON, CT., SCALE: 1 "=100', DATE: JANUARY 2001, SHEET 2 OF 12, REVISIONS: 4/26/02. 2. COMPILATION PLAN, MAP SHOWING EASEMENT IS TO BE GRANTED TO THE SOUTHEASTERN CONNECTICUT WATER AUTHORITY ACROSS THE PROPERTY OF N/A MARIANNE SPECTOR INDIANA CIRCLE, MONTVILLE, CONNECTICUT BY BENNETT & SMILAS ENGINEERING, INC., HIGGANUM, CT., SCALE: 1"=40'. DATE: OCTOBER 14, 2004, SHEET 2. 3. COMPILATION PLAN, MAP SHOWING EASEMENT TO BE GRANTED TO THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS PROPERY OF SAUL AND MARIANNE SPECTOR, HUNTERS RUN, MONTVILLE, CONNECTICUT, SCALE: 1"=100', AUGUST 30, 2002, BY A-2 MAPS AND SURVEYS. 8" TYP. 2 PLACES in N TYP. 3 PLACES PLAN VIEW 18"DIA. 4 3/4" COVER INLEr INLET_ -. 3" ao BAFFLE _ ° r rn � I i 4'-5 3/4" LIQUID 3" WALLS LEVEL CROSS SECTION VIEW 1,000 GALLON SEPTIC TANKGALLON SEPTIC TANK NOT TO SCALE COMPACTED SUITABL NATIVE MATERIAL OR GRAVEL FILL PIPE D=INSIDE DIAMETER OF PIPE COMPACTED GRAVEL FILL CONFORMING TO ARTICLE M.02.01 6" MINIMUM OVER EARTH EXISTING GRADE OR ROADWAY SECTION VARIES 12" P.V.C. PIPE SEAL y-- OUTLET OUTLET FILTER DEVICE CULVERT DIAMETER MAXIMUM TRENCH WIDTH 12" 3'-0" (MIN.) 15" 3'-3" 18" 3'-6" 24" 4'-0" PRESHAPE BEDDING TO i FIT PIPE CONTOUR 12" MINIMUM OVER ROCK 2" GRAVEL FILL WHEN UNSUITABLE MATERIAL TYPIC'. A 1 TPI=Kl '..H M=T A tI ENCOUNTERED NOT TO SCALE CLA Engineers,, Inc. CIVIL - STRUCTURAL i SURVEYING = - 317 Main Street Norwich, Connecticut (860) 886-1966 Fax (860) 886-9165 NO. Dane Revision 00Nt. i'`% /CO)Date: A HUNTERS RUN, MONTVLLE, CT. Project No. CLA-4842 Proj. Engineer E.M.B. PROPERTY OF THOMAS HOLMES & STACY REED JULY 2021 Sheet No. EXISTING CONDITIONS, ZONING +& GENERAL NOTES RS cut '3,4 DESIGN DATA EXIST. PERCOLATION RATE: LESS THAN 10.0 MIN./INCH TYP E "C" 2 BEDROOM RESIDENTIAL PROPOSED CATCH BASIN PROVIDE SYSTEM FOR 3 BEDROOM RESIDENCE EXIST. T.F. ELEV=4 9 9 - REQUIRED EFFECTIVE LEACHING AREA = 495 SF TYPE "CL" CATCH BASIN - ----- NO MLSS REQUIRED INSTALL THREE ROWS OF 56 LF OF 18" X 48" STANDARD TRENCH EXIST, OUTLET 168 LF OF TRENCH X 3 Fr/LF 504 SF JJ�IV. ELEV. 494.83 r PERC DATA 7/ July 20. 2011 Start Pro Soak 3:15 Pro—soak done at 3:30 /P1 Note Bottom of perc at 28" (below grade) HAYBALES Stable 0 1.0" per 3 min. use rate 1-10 WETLAND AREA 504 TEST HOLE DATA: V\ J RECORDED BY UNCAS HEALTH DISTRICT ROBERT RUSSO OF CLA ENGINEERS, INC. ON 6/20/2011 TEST HOLE #1 CROSS HATCHED AREA DENOTES 0-8" TOPSOIL PROPOSED GRAVEL 20' PERMANENT WATER MAIN Ps 8-46" LARGE STONES SANDY SILT 46-78" YELLOW BROWN SILTY SAND AND GRAVEL X SOUTHEASTERN CONNECTICUT LIMIT OF MOTTLING WATER AUTHORITY INLAND WETLANDS PROPOSED FARM CROSSING: LEDGE 12' X 28' TO BE SMOOTH ROOTS RIVER STONE INSTALLED TO RESTRICTIVE A THICKNESS OF 8 TEST HOLE #2 WELL 41 0-7" TOPSOIL 7-27" ORANGE BROWN FINE SANDY SILT PROPOSED 27-65" GREY BROWN COARSE SAND AND GRAVEL RtSIDENCE MOTTLING GW 82" CP LEDGE ROOTS RESTRICTIVE 25' TEST HOLE #3 0-6" TOPSOIL NSTALL 1000 CAL/ 6-24" ORANGE BROWN SANDY SILT SEPTIC TAr 24-94" COARSE SAND AND GRAVEL STONE UP TO 1 DIAMETER /z MOTTLING GW 94" 56 /LF LEDGE 6REIE ROWS OF ROOTS 01��18" X�8" STANDARD RESTRICTIVE TRENCH TP #5 LIMITS OF UPLAND REVIEW AREA TIP #4 150. TEST HOLE #4 0-6" TOPSOIL CTR. TO CTR. 6-44" ORANGE BROWN SANDY SILT 4 4-80" COARSE SAND AND GRAVEL STONE P, 80-97" GREY FINE SAND TRACE SILT WET MOTTLING GW LEDGE ROOTS TP #1 V� RESTRICTIVE: 80" LIMITS OF UPLAND REVIEW AREA TEST HOLE #5 NSTALL SILT FENCE 0-7" TOPSOIL OR HAYBALES TP 7-29" ORANGE BROWN SANDY SILT #2 29-76" COARSE SAND AND GRAVEL STONE -V/ 76-95 GREY FINE SAND TRACE SILT WET MOTTLING GW 95" LEDGE ROOTS RESTRICTIVE WETLAND PROPOSED AREA BARN ~*o�__ WETLAND AREA � ���� �� ����� ��/ LA Engineers, Inc. CIVIL - STRUCTURAL - SURVEYING Main Street Norwich, Connecticut 0) 886-1966 Fax (860) 886-9165 No. Date Revision HUNTERS RUN, MONTVLLE, CT. Project No. CIA -4842 Proj. Engineer PROPERTY OF THOMAS HOLMES & STACY REED Date: JULY 2011 Sheet No. SEPTIC SYSTEM DESIGN