Loading...
HomeMy WebLinkAboutSite PlanN/F D= 14°40'06" SOIL TEST DATA NSF TOWN OF MONTVILLE N/F R= 559.26' JAMES D. L= 5 3.2 ' OBSERVED BY GLA ENGINEERS W/ DAVE COUGHLIN, TH-7 0-12" TOPSOIL, DARK GRAY SILT LOAM N/F Map 17 Lot 12B JENNIFER _ E. FOSTER UNCAS HEALTH DEPT. 9/23/03, 9/28/03 12-31" STRONG BROWN SANDY LOAM SUBSOIL I� KERNOZWK, SR. p _ Ch.Brg.= N53'33'05"E N F 31-82" GRAY ac DROWN LOAMY SAND Wf GRAVEL LAUREN r- Ma 17 Lot 1 Q DZIENGIELEWSKI O Map 17 Lot 9 Ch.= 142.79' � TH-1 0-6" TOPSOIL, BLACK SILT LOAM 1 " MOTTLING ® 31", NO WATER, NO LEDGE Ma 17 Lot 8 � � � I D= 2'16'48" TOWN OF MONTVILLE s--28 STRUNG BROWN SANDY LOAM SUBSOIL P ' M a 17 L t 12 B 28-124" CRAY LOAMY SAND " �. 17-t9 �`n r... 25-03A »•,f 17- 17A u >e » 17-2/ f ,, 75-5,7AA 17-17 17-16 R O TH-8 0-7 TOPSOIL, DARK BROWN FINE SANDY LOAM 17-15 - 3.016 20 P , MOTTLING 0 70" WATER 118", NO LEDGE 7-25" STRONG BROWN SANDY LOAM SUBSOIL 1?-'�� �t PK NAIL IN NELT 321.8 L= 120.11' , ELEV.=94.59 r Ch.Brg.= N47'21'00"E N46° 12'32"E " 25-81" GRAY LOAMY SAND W/ GRAVEL 17-15A 17.02' HELI TH-•2 0-4 TOPSOIL, BLACK SILT LOAM MOTTLING 4 25" NO WATER NO LEDGE 1a-� 17-42A M vEFtTo Ch.= 120.10 CL&P 1��X221 4-28" STRONG BROWN SANDY LOAMSUBSOIL' -.� HELI" D }1ELT NELT 3220 HELI INV, ELEV.=95.56 " " 3217 " 742 3218 � x222 , � 2872 GRAY LOAMY SAND TH-9 0-9 n TOPSOIL, DARK BROWN FINE SANDY LOAM 32 t`~ 72 74" HARDPAN, GRAY LOAMY SAND 9 --28 STRONG BROWN SANDY LOAM SUBSOIL a ty lOQ `d -�. Q M01TUNG_ ® 69", NO WATER NO EDGE ��-az �? , L - XLEY o a. �---. �� 2$ 79 GRAY &BROWN MOTTLED LOAMY SAND W/ 17-12 \ c ,��Y �-� �"'` �n� -1 START GRAVEL 17-12A a -° `fit , �<= f TH--3 0--7 TOPSOIL, BLACK SILT LOAM MOTTLING ®28 NO WATER, NO LEDGE ,d -A 7 A vEnrr MON. � > � (• a;,© 7-25" STRONG BROWN SANDY `LOAM SUBSOIL \ 2, " ►, to G (T13S) (wooDEo AREA MON. .¢ 28-80 HARDPAN GRAY LOAMY SAND W i TH-10 0-• TOPSOIL, ,�. _ .-,_„� �i , /!.TILE �► TO SO L, DARK BROWN FINE SANDY LOAM 2 WELL 9-29" STRONG SUBSOIL, «• MON. �� 25'' E' 197.09 �' I+�oN. ._ MON:, �r ���- MON.:_., �' �-, (�) � GRAVEL G BROWN SANDY LOAM ,f_ 17-02 (TBS) rY� ( ) (TBS) WOODED AREA ) I - MOTTLING 0 25" 29-73" GRAY & BROWN MOTTLED LOAMY SAND W/ SITE "-•' '� �b 17-a3 WOODED \ l� � �`�' �r f _ 1� i r � �-�t���� �•.,�rlv. ELEV.=95,21 ,� GRAVEL '� � � PROVIDE ANTI -TRACKING \ `� AREA 90 / - � .1-- _ o ,.mow -6 TH-4 0-8 TOPSOIL, 17-01 17-04 BLACK SILT LOAM MOTTLING ®29", NO WATER NO LEDGE +� PAD (SEE DETAIL) ,,\ � � f7f-\�� ��J• ��a_---- °WELL � � I _ 8-23" STRONG BROWN SANDY LOAM SUBSOIL •-� 17-�oa Ca." \ \� , N F �f .Rr1 WFC! -8 u „ 16-37 17* * � �, , � �� ,-.. .-._1 23-82 GRAY & BROWN LOAMY SAND PROPOSED \ /d RUBEN DARIO PEREZ conn, �2 1 C 82-84" GRAY SILT W LITTLE SAND RECORDED BY D UTILITY �� �- ` I� `�' � �' LAWN PAD LAWN MOTTLING 23" / _2 POLE 2 \ �.� Map 17 Lot 5 -- --, CLA ENGINEERS ON 10/8/03 to -Q7 ,a_ a4 \ t_ N `� U.t M--�.�3 UF°t-t2 " HOLE DEPTH 32 \ ✓ TH-5 0-7 TOPSOIL DARK BROWN SILT LOAM 1a,o5 N (_ - / ' \/ • ) (�( \ �� #98 Q`' -9 7-20" _ ST PRESOAK: 12:00 f� ,N" W / 55 12 55 V sEN nc rart}< ExISTINc � STRONG BROWN SANDY LOAM SUBSOIL. a-� FRANK W. & SUSAN / O . %K .. .. 185,00 COVER HOUSE 2®-80 GRAY LOAMY 'SAND' TIME DROP TIME DROP ' '° PROPOSED W ut "`. O ' 1:20 - 1:23 1 /4" 1:53 - 1:56 1 /4" 1 a -9a J� 0-0 a BROWN OVERHEAD r �,' \ �� MOTTLING ®20 , NO WATER, NO LEDGE " " IRON PIN 1:23 - 1:26 1/2" 1:56 - 1:59 1/8- �`v ELECTRIC IRON PIN r WETLAND " " 9-2a Q Map 17 Lot ` LAWN 1 Fo3S) ✓'1:26 - 1:29 1 /4 1:59 - 2:02 1 /4 r �'Q 0-16 (Tes} \ I 90'" - AREA- TH-6 0-7"��..,:TOPSOIL, DARK BROWN SILT LOAM " " _��� \ / z \ u :m 11 t® 7--28 STRONG BROWN SANDY LOAM SUBSOIL 1.29 _ 1:32 1 /4 2.02 - 2.05 1 f 4 �p�' Z a 10-02 ��''�� _ " 1:32 1:35 1/4- 2:05 - 2:08 1/4- 9-24 � r-"� 28--75 `GRAY LOAMY SAND W/ GRAVEL LAWN "-+ " 1:35 - 1:38 1 /4 2:08-2:11 1f4 r v � u►1-i� MOTTLING 028 , NO WATER, NO LEDGE 1:38 - 1:41 1 4" 2:11 - 2:14 1 f 4" o r EXISTING SEPTIC FIELD` SHADED AREA DENOTES CONSTRUCTION / \ / OF THE PROPOSED DRIVEWAY WITHIN THE ` �'4- - / ul-ho �- 1:41 - 1:44 1 8" 2:14 - 2:17 1 /4" T" .•.° EXISTING G NT' �.� .�' �.,.� �----_----� ..k, �! � �- ` Pic /1a-10 ,f.•, .. �' - AS EASEMENT AREA. WORK \ INV. ELEV.=80.05 1:44 - 1.47 1/4" 1rt REQUIRES' REVIEW & APPROVAL OF THE \ �+ N5 `--- � r ' u l -!-r MLS CALCULATION USE LAST 30 MIN. OF TEST RES "RYE- AREA---- 1:47 - 1:50 1/8" �+ E A `FROM 1:47 TO 2:17 - 2.25" DROP _ . .. , . .... ...:.. . _: UTILITY COMPANY. (SEE NOTE #10) K `� 1 1:50 - 1:53 1/4 " " iErlr q \ �- i - .--� #98 = 30x2x 1.5 = 90' 30 MIN./2.2 13.3 MIN. f IN. u�w-53 ENDc �L __��,�T�I i �� #108 = 32x2x1 <5 = 96' PERC. RATE 1(! TO 20 MINUTES/INCHLOCATION V" \ - �\ _ • • ' � {4 9EDRS*rFi#5) 1000 ` Q 1 ' 000 2000 NOW ,C N ��h '�� � _- a� -- vz -ts OL 8 HILLIER /� 1, OF ROAD " SCALE: 1 "=1 UQO' THAN GUTTER l T . NOTES: o . 4• PROPOSED � tt�t-I� • • CT ' E ` ``'' • UTILITY WOOL Z • V \ POLE AREA 0X41 o N 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-30015---1 TH#76 } \ u1� -aa� J-- w THRU 20-- OOb- », / - 3 20 OF THE REGULATIONS FOR STATE AGENCIES STANDARDS FOR SURVEYS llw1-50 ��� WOODED ` IRQt�\PIPE ' �.� W O ;� z - z AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED Y AREA (FND) , 2� - _ C^ 4. J FILTER FABRIC WITH WOVEN _ H o_ B HE. CONNECTICUT .ASS{I,ATIQN 2 - OF LAND SURVEYORS, INC. \ c� ,0 w - WETLAND �� z 2"x2"x48." WOOD STAKE;, WIRE FENCE, INDUSTRIAL. NETTING, �tn l\ AREA OR SNOW FENCE FOR SUPPORT N 04 A. TYPE OF SURVEY: TOPOGRAPHIC &RESUBDIVISION SURVEY 0 211 WELL PROP. q B. BOUNDARY DETERMINATION CATEGORY: RESURVEY OF PERIMETER TH#10 ut-2i PROPOSED Q b ORIGINAL SURVEY OF PROPOSED LOT LIFE Ut48 -- o �.-- CLEARING LIMITS TYP. \ -41, A,� 2 ..-�'ao ( C. HORIZONTAL ACCURACY: CLASS A-2 gpcK y4i Cp0 o VERTICAL ACCURACY: CLASS V-2 COMPACTED BACKFILL TOPOGRAPHIC ACCURACY: CLASS T--2 o���r� TFI 9 \ D. INTENT: TO DEPICT A PROPOSED ONE LOT I ESUBDIASION • f �a ! moo ��` 'C w OF ROAD RUR R.O.W. UNE 2. DATE OF LATEST FIELD WORK: 10/17/03. LST � 6 HIGHER " N PROPOS --_` = 188, . , . or 4'.33 r _ rQ THAN GUTTER 3. MAP REFERENCE: A SUBDIVISION OF PR -45 r� E `�" co PROPERTY OF STANLEY J. ELIZABETH A. WALENGYK SOC Q Oo FLOW AND STANLEY & VIOLA BAJEK, MOXL.EY HILL ROAD, MONTVILLE, GT. � 1 � JCPJ�E •I_a.3 r �� \ /��'c�C/ ' GUTiE KING & MULL.EN, LAND SURVEYORS, JAN, 1984, ,�E; 1 "x,84' O V�/ V • • / / .a • \ V -r.• SF \woR D -9� FFF��F Map 17 Lot �A eXl$1i1� t1��1`YY�er, / :- : /���/ B} COHANZIE JCT. - THAMESViLLE SUB, SCALE. 1 00' SEPT. 193 2Q•Q, , , \ \ \ F,9 t r SHEET 6, DRAWING 9532G $' f I-�---VARIE 1 Q 'I 0 . _. . FROM CONNECTICUT LIGHT & POWER COMPANY FILES 12 MIN' ���I NATIVE .SOIL.. M 4. BEARINGS OF THIS PLAN ARE BASED ON THE REFERENCE MAP. \ 1 EN/ WETLAND � ` _ � � \ ro O• / AREA lUP'M �F3 l U.F�'1-25 0 - u' 5. TOPOGRAPHY IS FROM A FIELD SURVEY ON AN ASSUMED VERTICAAL. DATUM. x T • ABOVE DETAILS LS SHALL ` B£ U 1=�r1eE posT �. ul�l-•ta � 1 � a i _ _ .- ,.,.- - 6. SITE UES WITHIN ZONE DI \ _ W STR CT RA -40. - U► , 4 � , � SECTION HERE A STORM DRAINAGE SYSTEM - T E SEC 1 ION IN THE ROAD EXIST f 7• THE ALGONQUIN GAS TRANSMISSION EASEMENT DEED57, ,p• , H7 N% F ;�" �? I l ( ' n �,• `� o NOT TO SCALE : , ; (VOL.( PG. 78) DOES NOT SPECIFY p LOCATION OR WIDTH. FLANK VV. & SUSAN � �• ' PERc � � LIMITS OF DISTURBANCE . T LOCATION AS DEPICTED .HEREON IS BASED ON .ABOVE GROUND. WAY. • ETAL STRUCTURES AND THE WIDTH AS INDICATED BY DUKE ENERGY, �•• �5 tiP•I-26 PROVIDE AND MAINTAIN A � _COMMON, _ G , SUCCESSOR TO AI-GONQUINt BROWN uI-est I ' CONTINUOUS LINE OF SILT ;V / NOT TO SCALE I FENCE °0 8. THE CONNECTICUT MOP � 7 ;LOt � \� OR HAYBALES ,,* N I LIGHT AND POWER COMPACT EASEMENT DEED '(VOL. 34, PG. 116 DOES (SEE DETAILS � f NOT SPECIFY A WIDTH. NO EVIDENCE OF THE} Li POWERLINE WAS'FOUND FOUND ^ IN _THE FIELD. TNI � �; p LOCATION AS DEPIC D HERE 1 '� TE ON S BASED ON A BEST FIT FRAM MAP REFERENCE 8, JP• ' H#1 , _ 7 19. THIS MAP AND SURVEY IS VALID ONLY IF PRINT OR MYL.AR HAS THE EMBOSSED SEAL AND N 01 LL"_3 �----' LIVE SIGNATURE OF THE SURVEYOR. ,OILA PUBLIC ROAD ---+ l -28 WETLAND 10. UTILITY LOCATIONS ARE APPROXIMATE. "CALL BEFORE YOU DIG" TO LOCATE ALL ;UTILITIES, _7 AREA 1--800-922-4455. DRILL HOLE ( ( ! ( " I / _ 11. PROPOSED LOT REQUIRES AN ENGINEERED FND i � UJF� 3l � , . -3 UJF•I- 29 G EERED SEPTIC SYSTEM, ADDITIONAL. TEST HOLES MUST BE ( ) 1 a� P o PROVIDED AT THE TIME THE SEPTIC SYSTEM IS DESIGNED. IN ADDITION, THE PROPOSED LOT T2 I / -.i ° ° DEVELOPMENT PLAN MUST BE SUBM11TED TO PLANNING AND ZONING FOR STAFF REVIEW, w X70 O SPECIAL"STO RIPRAP 12. A PORTION OF THE PROPOSED LOT CONTAINS INLAND w\ �, \ - \ \ � � � 4" MINIMUM �� o° 2" STONE CONFORMING °° ° WETLANDS. ANY FUTURE ACTIVITY U.Ca1-33 , 3& u,F+t-34 \ TO D.O.T. FORM 814, 1988 LOCATED WITHIN A REGULATED BUFFER AREA WILL REQUIRE APPROVAL BY THE INLAND ---� Z o ARTICAL M,12.03-4.) 2 WETLAND ° �o WETLANDS COMMISSION, AREA \ . T FILTER FABRIC PROPOSED i U ,� IN C � Area 23a, �.F, r Aor Q OST T fit N � F 0.6 � X C) 1. TRACKING 1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, • Z NOT TO SCALE BRIAN REED t Z THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLE �, WETLANDS OFFICER. Map 10 Lot 7 Map 17 Lot - OA1 ( r . ori , CNS 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO l -- PROPERTY UNE SITE DISTURBANCE. ADDITIONAL EROSION do SEDIMENT CONTROL MEASURES SHALL _ BE INSTALLED IF DETERMINED TO BE NECESSARY BY THE WETLANDS OFFICER, EASEMENT CENTERLINE CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE W �1 • PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW DS OFFICER HAS REVIEWED AND APPROVED THE INSTALLATION OF THE SEDIMENT 10 AND �o _ DRAINAGE HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN EROSION CONTROL MEASURES. 3. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT � CATCH BASIN ' ` T CONTROL MEASURES ' LEAST WEEKLY AND AFTER EVERY STORM EVENT AND AT .��� •- � REPAIR AND MAINTAIN AS LIMIT OF WETLANDS NECESSARY. SIGNATURE DATE } k, - WETLAND FIA ��a, �u,�l 5 G & NUMBER ��� ��J 4. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVED r. Y��Y AND STOCKPILED IN AN AREA AS SHOWN ON THE PLANS. Y�Y`'��. TREELINE ENGIN ER DTE DRILL HOLE �a STONE WALL 5. STAKED HAY BALE SILT BARRIERS 4R SILT FENCE SHALL BE INSTALLED AROUND (�+4) � FINAL SUBDIVISION APPROVAL _GRANTED BY THE MONTVILLE ANY TEMPORARY STOCKPILE AREAS. 10 _84 EXISTING CONTOUR PLANNING AND ZONING COMMISSION 6. TOPSOIL SHALL 13E RE-APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHE O. QQO � NUN --ACCESS HIGHWAY UNE H. S, PROPOSED CONTOUR .CHo 84 7. ALL DISTURBED AREAS SHALL BE ,W • 17 50 .22 {FND) „ SEEDED .AND MULCHED. ALL. EROSION AND. S40 IRON PIPE 45� UTILITY POLE f� SEDIMENTATION CONTROL MEASURES SHALL. REMAIN I _N PLACE UNTIL VEGETATION, Hp•�.0� SL A URE D E IS RE-ESTABLISHED,, CHO CT HIGHWAY DEPT. MONUMENT, FOUND (FlyD) (FND) 67MON. 8. SEEDING SHOULD TAKE PLACE BETWEENIL .. AND JUNE 1 OR AUGUST 15 AND f / 3.9 EI APR1 CONCRETE MONUMENT TO BE SET OCTOBER 1. RICHT TO DRQN f L TH#3 ) DATE OF COMPLETION OF ALL WORK IN FAVOR OF THE. ? 9 64 9 - _ N STATE OF CONNECTICUT � �y 2�,,,..r .- �61 ' 67 SOIL TEST HOLE W 5 f c,. -SF ASF -SF SILT FENCE '� O _ .-LA cr, • 6 'W 35 SIG T 1 D f- I ..3v qk5 9 RE DAT Oh •B {9 CIVIL STRUCTURALN G � I HAVE DELINEATED, THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE 2 4/19/04 PLANNING APPROVAL REVIEWED THE WETLANDS AS SHOWN R0 AL CONDITIONS .. ..^ .... - ,.. ON THE PLAN AND FIND THAT THEY G 1 3 19/04 WETLAND APPROVAL CONDITIONS 317 Main Street Norwich, ' SUBSTANTIALLY REPRESENT THE WETLAND , �' xc1a Connecticut � DRILL HOLE SAS DELINEATED IN THE FIELD. (800) 086-1960 Fax (860) 086-- (Fwo) S� N o , Date Revision 50 0 50' 100' _ I Project No. R V� ROBERT C. RUSSO „ DAT • n Plan CIA -3065 j SCALE: 1 =50 CERTIFIED SOIL SCIENTIST .... a :F�i,1��6x•' MY KNO DG AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON Fruperty of DRILL_ . HELMNA POOLEREZJAN.. 2404 MOM