Loading...
HomeMy WebLinkAboutSite PlanPLE T 0I= ALL oel L. 99.38 0-ATE CJ �' CC�1�-t i � d l.J � 6z62 37 ' 3Q" E / �..1 LCL Td Dd T E -'``��f cNd I e �-fd / Y ( �Z 15�1 APP t2 V LD 6c? T P �c�rJ V �L� Ped tJ 1.1 �..I G d LD H kD/-` I"' L=Td 0. DdTEj�)Atoo los � --' � � too ''� 2 ► o - -' " ,� ..Ir 203 0 0 t 4 .GC) lie? R %l \.. 7:) .� � �1LiTCDIL�T'TE ,� �i� ,� ' • ~\ ice"' �4 � � 1 � " %... �. `� \.. "/ D= U U 16 �-iA 0 E WZ Lb HL 6A >, ,A 5. 1 3' 'WETLAND ss IJ .� i 194 Cz �� 0000 /n ISO 400 lei O193 ,—O 3a tot 100 Q is 1�4 ./ tsd t91O, - ,� O / 190 103 a HkD ICICdT 10 IJ OZP mums � I-EiT�3 �a8i 14s O134 d P P61? �C7V_L D T L C �LIL �dJ GF T -L t�fc� J T V I LLL WA - EE- 1?6'3LLJrJ r,...! E L. �..� �� •••�� �--- C10 07eCDL AJ TLS cue_I T 7�4 L Pct B LI G Ld o e_L6 Di o_L CTcD �. I THE Hi d LT'S 2I . Z8 `�' � c�I`rIC Z 0 1 t J tans �„� _ -- 1� ,� - - r� L= �d Yt:� �. �. `M+! ` \ 132 \ti NELTCC_) 4 G62 �- S f \� o SQ �s 90" CE4d I e_Wd rJ OF THE PrDOTVI LLE (JAT�.L PctLL.0 T10t...1 coL`TI-0L. AJ TN 0P i Ty Gj 1-0 D,dT G 'A 166 -1 = Tn T PU6U C ��1 c��L.S OI LLC L Dd — - - 130 - 1157 Tc -)Ta L. 129 ' •� !4 L Z L i r , (.) [ f I C_E L �� s ,r-.. ��► V O1:s �3 1 G� t7 f .4S' AA DaTE - - -- ` 127 169 O 1(.3C) CDC), �i 410 40 9 :4_ ' -- . % , JJ . 6 Tc-) Li E .�1S LL.6 a u D / nP_ L:1 I L i I y o A� 'd'� 1 �''`' __ - D14 �4 I L J O L I C_ L c_ G LJ L d L 1 T L <!�) PL 1 L.J C 1 PLS ' t4s ! xt 5 l t e 1: ' J X 16 T" I UPO O L-) � CL��J �' �t� � 6 "C71 v d Sf L ;,1 1t3 T 3 OP 3 DEEP TE 6T P 1 T a _ ' ;000-I r.: _ t _- 0 E _Z L 0 nT E� D E T2 L_� d v D��.. DJ Tt= at -o---o X206100 CO�JTeZDL UQTE �D U" 1 QCCDEPCI�TE.D PeTa-DLi=�.�Crr -� 4 0SnLd� �c� I cU';s as I _ I to L11 lel I _U V L P00L _ � : � � cx I dT r rJG � � � n P T �-I I •� PL d IJ EX 16T 1 .. i jig ° `� i I �j CJ 6 !]1 V I DL_ LDCST� l _ sQZ So'114 273 , F-7' is 75.oc� E - C. N . D, UJoT ZEC ■ 0 11 >s o U C I r�.1 L_ L: C_ T 7.4c�Z . �.1 i • 1� 1..1 7.4 27 51 k�/ IIs `T -c-) LJnCI LU i C N CCDIJ L J . 20 U TE Uo. GZ.- 'G7 � L.E P Pc "DIJ r•_ Cl_ 1z 1-i C. L' S �XISTIUC 16" SIJt:T I<o3Z LIaT I33StiAT aG33 OLP Ptd 1 HALL r= v r " AGI . 2 -c -D Pr, C= D 3LC D ! ,� �J LJ �V i 6 i J �� L�. �. C �. I OSx INUM TU INL.AII�iD WETLA cn .M WATER OME "T o9 MS r UTY . I Ate OF THE CC3 J �..� . �� �. - . -�7 P LT y O P PL � Pd L � D 0 e.. �4,,AplJ u � . I � P � � 1 V ( CJI= DC. LI %.� I rl,d 1-�l E LJLI L �--, L . 4 Z "Ti CD '-' tJd L< - Pc-)U7V I LLiz Cc-) �J �..� . OPINION TWAT T1� SOtnIDA�Y �tIC I MARKED oM i tvl��rrx Is sao CORRECTLY tit 6UBD 15 Q� THIS No. 1 CSS LE - f " = ' 19 88 - 5 P E E T I c� F Z 13` T�-aln�-! 4 2 . 13 LE � IJ -A J rI k -' r-1 t i -� DATE �, 9 a'D0,t,..!ECT1CUT 5TdTE HIG(-ICJ,, �� DEPALTI4E0T - 0IGNT Or tJdY I- 4P - TC7t�1LJ c�F" "OUTVILLE - `` I -I EET �J c7 . 1 I_JI• - PT .3C� • I �?Z`'i - �cV r+ L) L'-( Z7 , 19 CLQ �. ov . Z8 , 1973 R. Ricbard Saars•ki. Cortiff.d Sail �C �..t LC�t�T� I•J C �"` d c� , 9 39 _..._ ` � t Co ..r - � C � L ��/ I L_ L_ E. � C� IJ �1 �..=:. T I G t,J 1..-1 P L..� Scientist is t / 19 7� C � L L, . �' _ n - J iJ E E lq93 T a-)LJ0EC- TIcL) sr.� TE H IcN ulJ DEPdL.T�E IJT 0_1GI—IT DI= told P IZP TOWO cDH STV T - - _DEC 1 G SCD �JQv. Zs 1 73 - Nd P Oct . 8G • CDZ 6I 4 ELT Oce . I CDF Co DLC . 31 . 19 3C� C.V. L (� �� , C�.OTI FI ED t)L)k36T.d.kJ_M ALL(-( C01?_2 ECT 100 CDC T. -4, 1 q?Cc of co �NF�. HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE �����5 R ''`L'� ��Ltl L 1z CD _ _ _ WITH THE STANDARDS OF A CLASS A -Z SURVEY AS DEFINED IN THE CODE OF v V ��' '` � i IBJ P�nP� .T ��I' G �TT� PLTE--��1--�v 1-'� :UC V 00TH �� I G,3 - I-'tc��JTtf 1 LLQ PRACTICE FOR STANOAROS OF ACCURACY QF" SURVEYS�AND IkAPS, ADOPTED ,,� A _.. �-_- Lj PLA - T T ASSOCI:�TIO.'1. OF LANG �� 1z CD E I C) t - I DECEMBER 10, 19 S AS AMENDED 8f THE CONRECTICU = p Cc��,_I L►ECT t CLJ7` - �Cd L I - Z� �d�.G.1--J .3 , ► `��� F3�� < < I L<L I d H ka_ 1--1 T SURVEYORS, HSC . 4` 0 n1,_ 15776 X'` z5 Ind PLE UJ it 00 C 17 - UCS I:L1 I G. P , CC3LJ Ll ECT I C L1 <. 4 6�4 EET I OP 3 Pi :C.)PEV.Ty 6 J EVEY - P0OpLC_T'c( CDP* PEE RI ED 1=10e.tJd tJOd D DC�t�l A E- J4 6TAr I A d 1.11..1 VOLeDd <gtiocE" si wto EEV16 ED /-IJL 19.199: c� tJ 1 P.13U L I�..i 0 . 6Z OLD C,O LC" L -6TE E EOd D - N 0 U TV I L_L I' . CCS U IJ `2J DV C 14 4 a 3 QC , d I , I `� 9 3 8u `� C T T e - Ana 4-j C3, �t3- 124 H arLLTC-0 A583 V IC LL= `...a U D ...••• ,••••� ,_j O I L S L 11..1E 6 Nle.G. jx)IL6 TYPES .6T(D L'= LL 6 P1 116 PECnV L' NE `J ET LZ IJ D _,.� f= Ld G 6 D. 0eD U L)"ELJ776 C.E. 'CDV E � e PL -DW EL! LTI L I T Y P01 E 6 LJIf-;EI=L=0CE6 -i - OF—EP P TE6T PI T6 3 TO-t=t=-1-) WITH w I o_E F=E IJGE BUI LDI UC, 6ETB.4!:�:L LI IJE6 _.._.__..._. �J L:..TL.d 1J0_6 ZE 671Z C-71 O J LI LE - 1_X 16T1 rJG (U LELL6 --• •- 51 L7-FEUCL SAP-OlEe- - o o - C-1-4,610 L I " /L - • — �u tJDd ��� d dG LE PO i...l T6 LCI-) IL i PI U 6 TcD 6E 6ET TOP6(01L 6rocv-P I LE A Z E1d CE4d I e_Wd rJ OF THE PrDOTVI LLE (JAT�.L PctLL.0 T10t...1 coL`TI-0L. AJ TN 0P i Ty Gj 1-0 D,dT G 'A 166 -1 = Tn T PU6U C ��1 c��L.S OI LLC L Dd — - - 130 - 1157 Tc -)Ta L. 129 ' •� !4 L Z L i r , (.) [ f I C_E L �� s ,r-.. ��► V O1:s �3 1 G� t7 f .4S' AA DaTE - - -- ` 127 169 O 1(.3C) CDC), �i 410 40 9 :4_ ' -- . % , JJ . 6 Tc-) Li E .�1S LL.6 a u D / nP_ L:1 I L i I y o A� 'd'� 1 �''`' __ - D14 �4 I L J O L I C_ L c_ G LJ L d L 1 T L <!�) PL 1 L.J C 1 PLS ' t4s ! xt 5 l t e 1: ' J X 16 T" I UPO O L-) � CL��J �' �t� � 6 "C71 v d Sf L ;,1 1t3 T 3 OP 3 DEEP TE 6T P 1 T a _ ' ;000-I r.: _ t _- 0 E _Z L 0 nT E� D E T2 L_� d v D��.. DJ Tt= at -o---o X206100 CO�JTeZDL UQTE �D U" 1 QCCDEPCI�TE.D PeTa-DLi=�.�Crr -� 4 0SnLd� �c� I cU';s as I _ I to L11 lel I _U V L P00L _ � : � � cx I dT r rJG � � � n P T �-I I •� PL d IJ EX 16T 1 .. i jig ° `� i I �j CJ 6 !]1 V I DL_ LDCST� l _ sQZ So'114 273 , F-7' is 75.oc� E - C. N . D, UJoT ZEC ■ 0 11 >s o U C I r�.1 L_ L: C_ T 7.4c�Z . �.1 i • 1� 1..1 7.4 27 51 k�/ IIs `T -c-) LJnCI LU i C N CCDIJ L J . 20 U TE Uo. GZ.- 'G7 � L.E P Pc "DIJ r•_ Cl_ 1z 1-i C. L' S �XISTIUC 16" SIJt:T I<o3Z LIaT I33StiAT aG33 OLP Ptd 1 HALL r= v r " AGI . 2 -c -D Pr, C= D 3LC D ! ,� �J LJ �V i 6 i J �� L�. �. C �. I OSx INUM TU INL.AII�iD WETLA cn .M WATER OME "T o9 MS r UTY . I Ate OF THE CC3 J �..� . �� �. - . -�7 P LT y O P PL � Pd L � D 0 e.. �4,,AplJ u � . I � P � � 1 V ( CJI= DC. LI %.� I rl,d 1-�l E LJLI L �--, L . 4 Z "Ti CD '-' tJd L< - Pc-)U7V I LLiz Cc-) �J �..� . OPINION TWAT T1� SOtnIDA�Y �tIC I MARKED oM i tvl��rrx Is sao CORRECTLY tit 6UBD 15 Q� THIS No. 1 CSS LE - f " = ' 19 88 - 5 P E E T I c� F Z 13` T�-aln�-! 4 2 . 13 LE � IJ -A J rI k -' r-1 t i -� DATE �, 9 a'D0,t,..!ECT1CUT 5TdTE HIG(-ICJ,, �� DEPALTI4E0T - 0IGNT Or tJdY I- 4P - TC7t�1LJ c�F" "OUTVILLE - `` I -I EET �J c7 . 1 I_JI• - PT .3C� • I �?Z`'i - �cV r+ L) L'-( Z7 , 19 CLQ �. ov . Z8 , 1973 R. Ricbard Saars•ki. Cortiff.d Sail �C �..t LC�t�T� I•J C �"` d c� , 9 39 _..._ ` � t Co ..r - � C � L ��/ I L_ L_ E. � C� IJ �1 �..=:. T I G t,J 1..-1 P L..� Scientist is t / 19 7� C � L L, . �' _ n - J iJ E E lq93 T a-)LJ0EC- TIcL) sr.� TE H IcN ulJ DEPdL.T�E IJT 0_1GI—IT DI= told P IZP TOWO cDH STV T - - _DEC 1 G SCD �JQv. Zs 1 73 - Nd P Oct . 8G • CDZ 6I 4 ELT Oce . I CDF Co DLC . 31 . 19 3C� C.V. L (� �� , C�.OTI FI ED t)L)k36T.d.kJ_M ALL(-( C01?_2 ECT 100 CDC T. -4, 1 q?Cc of co �NF�. HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE �����5 R ''`L'� ��Ltl L 1z CD _ _ _ WITH THE STANDARDS OF A CLASS A -Z SURVEY AS DEFINED IN THE CODE OF v V ��' '` � i IBJ P�nP� .T ��I' G �TT� PLTE--��1--�v 1-'� :UC V 00TH �� I G,3 - I-'tc��JTtf 1 LLQ PRACTICE FOR STANOAROS OF ACCURACY QF" SURVEYS�AND IkAPS, ADOPTED ,,� A _.. �-_- Lj PLA - T T ASSOCI:�TIO.'1. OF LANG �� 1z CD E I C) t - I DECEMBER 10, 19 S AS AMENDED 8f THE CONRECTICU = p Cc��,_I L►ECT t CLJ7` - �Cd L I - Z� �d�.G.1--J .3 , ► `��� F3�� < < I L<L I d H ka_ 1--1 T SURVEYORS, HSC . 4` 0 n1,_ 15776 X'` z5 Ind PLE UJ it 00 C 17 - UCS I:L1 I G. P , CC3LJ Ll ECT I C L1 <. 4 6�4 EET I OP 3 Pi :C.)PEV.Ty 6 J EVEY - P0OpLC_T'c( CDP* PEE RI ED 1=10e.tJd tJOd D DC�t�l A E- J4 6TAr I A d 1.11..1 VOLeDd <gtiocE" si wto EEV16 ED /-IJL 19.199: c� tJ 1 P.13U L I�..i 0 . 6Z OLD C,O LC" L -6TE E EOd D - N 0 U TV I L_L I' . CCS U IJ `2J DV C 14 4 a 3 QC , d I , I `� 9 3 8u `� C T T e - Ana 4-j C3, �t3- 124 I I S.CDCD, �j 9 a 1, 1 c'.i1 1~ �1.)l=T l�3 �• C��� A ` acD ` 44s' -44" 1- IJ BCD to 4 P,',44 " LJOwosso / N0S f C� o111J \ 114 1 i \ ST1G -6E9. 6HF.ET I InP 3 13C � I O 1a Iti 131 144 O o \ 'V 13: i 133 Sf s�3 x 2s 18" DEl D e- ,A P. PIECDPCD6�D 3 LLDT 6LJL�Di`v`1/,D I C D Pe.c.)(:)e: e_Ty of * Pe' E Pd E_.Eo i=coe. zA �/Z_ LiLF-I. El D C 0 0 cJ . 2 -au T E Jc). 82- 4- I CAj 3 LJTV I L L_ E I CIS Ll �J �. CT I C. J T L �Sn rn, 10011 idle& DUTCH a ASSOCIATES _ \ 1iTG� 1-�de.fG. — 1J �%011 Ir -10 c � CIVIL ENGINEERS 8s LAND SURVEYORS ,O 141 C.06 79 NORWICH AVENUE, COLCHESTER CONN. -o� 21 i . � o a O �7 143 'f" ,,,. O __ �� _ r 7\ , 140 �� ? 7 ` C"�C C7 I " EEV I f6 LD A vLle 19,199.3 k b 135 111114O \ iiiiiiiiiiiiiiiiiiiiiillillillillilI\ � \ v ' 1 Po�JD ( ISO \ .4PP&DV'ED BL' Tt4P CH4i20,d;J OF THi. W0 JTV1LLE. U)IEE POO I vTIO�J C*%JTSL t j 11 c» ` r8" vd l� .d,..�T74OIZ i TY , Ti -41-:' Pu t3 J C W {. _)a D� E:.E:C�. TT��. 17-P L H : - LT � c�� F � � c.� e� Tk4 E PAI01 9�.:•. � IS � � f ,3s \ Zls \ \ • a U ET I a6c. ° rC X08 \ ._ \ \ --� L:�, 110_ AI J OF THt= u007VII I E W.,6TEC_ PC�LLtJ 1CDi.1 MLJTkZ0L I`"-P40e-IT O I ,� \ ,� 06 \ j1 Z7 67c -- P Ed LTH CSF F 1 G iz P__ Dd Tom. WETLAN DS .. � 1 \ ..�- \ � Pv aLi l- �J�� � s of voL=cTc�I. cadrl� 105 VL civ ; 104 103 LC 3T L ..,d \ 1 •- cr � Dari, _ I r' 17 102 AO" -• • .. -c5 N, J • / �► it-� \ C•3L4ET 101 ('109) dPPe- 'GO 3� THE � C� .TV � L L �- . PLd�.,!t�G dt1O ?�►�,1IJPL!.S, 99 \ \ 2t4 � � O m > / �� � � 69 6799 1 z O \ � 0 225 9s \�\ \ \ N CJ 046 F. 94 G-G)—a;00\ 65 61 226 >� ,3 � 59 \ J DATE- nr Co-PLETtnLJ cDF d LL , s2 ;,00*,a9. - 927 \ AG /011 76 101lec •/ \ 09 228 \ cid L "told U .� c gra e. -. 6 Q aT 1635 \ \ \ /,r75 >> \. \ 57 229 \ \\ Pd55I= 66DLAP SJIkzeGo`e 7SNiJ1Q)E6 .45 PEE6r—e.1j3F,0 ,E aLLLcJJCD J DLv_cP ? \HkC :so G)F t3� Ld\v TH 1 S P� d � J 910No / O 5#jc:r ; 603q ,. -5u ET- 1:o a © _()`1 •ter % — T ' �� L� ` ! \ \ :31 \ ` 5 • . 3' 6ur3Dfv)L 0ATE O \ 5 C D \ 33 \� i / O / \ \ \ / _ �► ` I >� e9 s, �,,,� � ! P�DI•'�S? � � Cwt � � � \ O -' \ \ tst \ \ / iJ Imo. LL \ \ ii H� - J I \ \ � E LJG I Li ESE. 64 k D as \ \ t33 � •••-. • is a • , I . f J k \ \ \ ' \ Lt) E ✓�o� ILj 6.- •. \ .�..� \\\\\ \ -•+ : . tis P T6EE 6E� 3 nF3 FDO DEED • • .. as a. • , , . ' \ i \ \ \ \ sl \ a' U E0 d L. 1JCDrE S N- O f'' .• �/. \ o - CCD IBJ 7I)L.. UOT E 6 so 160 t3i e -C44 O23oe�vL d 1 • / \ \ �, ,O __ • N 239 1. is�. ,- \ \ - I�sgU.41 _ \,_ .C.�E � J Lam.\ \ 44 V1` � � \ r 2A2 � 241 �� \ \ \ �� ..\ 7 O'er-•. Y8 \ \ \ \ , i \ \ \ v ; \ \ . � \ \ �_ \ \ m F3 Ti:!C--E /n W I TI 4 LJ 10- E�-E IJL� U / 244 r � \ \ \ \ �� �' \ �� ..- ,.. 143 \ v' 0 l 0c),LJ P I L6 F_ECnvE 1ZvL=D 30 \ \ \ \ \ I e-c'D IJ PIU 6 Tc� 6E� \ \ � \ \ \ � � C 1JT � �.D WETLANDS�' ""� - �� ` o O LSI ET LA U D-6 P L.d6 6 \ ♦ ' \ \ O34 (41 3L)11 DIUC 6ET6dC-r- Li -JE -6 4 n3s \ \ \ G� Po ILLIED? v T I L I Lce POLE 6 L�r A LE 5 � , Sra,3 60, � -� oG�p TEST P1Ts . s I 37 {\ \ OP P� PD 6E o Pe - 1 �-�t d P L O ~\ s � 1 81 . Q 0 0 T(_ -)P6(_ -)1L 6-rOr�.P(LF_ d P.E.d t 41 i 40 I i I \ , �— ��- 601 L6 LI 1...1 L-: 6 38 - 0 oK ? � 9'0 A3' -37" t`J H LC- .601 L T"(P L 6 6i Alm ��� � (9 CLd 55 la -2 Wd P WA IJ DSS D. 06D L)d I4 J E cit: ar l n Ec 6Ut3o.67,ALMALLY COEZECr I DELINEATED THE INLAND WETLAND AND WATERCOURSE BOUNDARY ON TRIS PROPERTY. I AM OF THE -rAC A U JJ \/(DL� LDZ ' s R• C I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE ��►►� �s OPINION THAT THE WETLAND BOUNDARY WHICH I MARKED ON THE PROPERTY IS SHOWN CORRECTLY ON WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE CODE OF`� �1�� �G� G THIS MAP. PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED ; 03 �� ��-: i DECEMBER 10 4975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LANG 1 O -U TH 1�..� C J LJ P -CE( �„_� �l.a �,,� _ - f.,. DATE - + _ SURVEYORS, INC. :GO X LAI � ��--•• i. \ tea. 15778 Ld I LL I d I_-� 13 . iG_.C..1. � 4 L._.G � T{-� <�C'ENB��,soQ►r R. Richard Suarski, Certified Soil •�.+ti M �s,J Scientist #1975 �, r ...a .. ».,,..,.. Hna 0c.). 9a�- Iz4 . '�A9A..l.vOhM.'N- M.mM..l.RMMq.MAl.M�.S....M.....oP.r.1.M•P.r....+.�.'•�• .....• SCJ L. pep -C PIT # LOCATION 1 -ME -READING 1111E RFaMU 6 To be loc..at .;d 0 12 1/9" 35 16 314" 7 by surveyo r 5 13 3/4" 40 17 1/8" 8 10 a 1/2.. 45 17 51e.., 9 15 15.. 18 " 28" cc ���P ��! 8 --- 75„ 25 15 7/8" 60 18 3/4" 98" 30 16 3/8" ' 33.. FERC # 4 PERC # LU:CATION DEFTH PRESOAK PERCOLATION RATE MIN/IN 1 To be located 35" 2 hre. 13.3, Buse system design by surveyor on 20.1 - 30 min/ in. 7 2 26 , /2 ' OBSERVATION PITS: DATE: 7-15-91 WATER TABLE: Below Max Pit 1 11 �)�FSCR?PTIONS Pit 2 Pit 3 Pit 4 0-6" topsoil ; 3-b"topsoil ; _ x-10"topsoil ; 0-8"topsoil 6 -26 -subsoil ; 5-(29-48)"subsoil ; 10-40"med sand 8-34"comp subsoil 26-48"med sand ; :29 18)-120"med ; 40"-110"fine ; 34-75"East- coal -se sand 48-112" gray med comp ; sand comp sand ; Wes t- med comp sand some silt. ; ; fine ,band Pit 5 1.0 m in/ in - :OBSERVATION PITS: 0 -6 -topsoil 6-33"subsoil 5QTI. nFSCRTPTJONS 33. 6'. "mod comp f j ne f> -&-d /s ilt 61-115''coarse sand it,.- i5 _-_ ..� Pit 16 _. _mit 17 _. 41-6" topsoil GROUND SOIL PIT # LOCATION DEPTH LEEGE WATER )TTL IN37 1 To be located 112" --- 103" 29" 2 by surveyor 120" --- --- 31" 3 110.. 50" --- 30" 4 75" 75'' --- 40.. 5 115" --- 105" 33' f ine sand PFRC tt S - TSE R -ADI W TME L FADIA- 0 5 1/4" 35 14 1/2" 58-105 "medcorrip 5 8" 40 14 7/1," 50-1.08 " coarse F and ; 10 4' 1.5 3,9" 15 11 1/4" 50 15 3/4" 20 12 1/4" 55 16" 25 �3 1/4" 60 16 1/4" 30 13 7/8" F'SRC # LCCATION DEPTH PRESOAK PERCOU.' ION RATE MIN/ I N 2 To be located 30" 43 min. 17.19 sf sy .tem c'eme - ,gn by surveyor on 20. L - 30 min/ ix. . OBSERVATION PITS: DATE: 7-15-91 WATER TABLE: F ,? tot • Max SOIL n=_IPTIONS Pit 6 Pit, 7 Pit 8 _ _ it. 9 0-5" topsoil 0--7"topeoil ; 0-7"topR,oil CCL-7"topsoil 5-29 "subsoil ; 7-27"subeoi1 ; 7-33"sk-bsoil i-38"subpoil 29-44"very comp gray ; 27-37"cco e sand ; 33"-48"fine sand .8-66"ooars Band fine sand ; 37-43"medcomp fine; medcvmp ; 44-60"coarse sand sand/silt ; 48-60"ooarse sand ; 60-82"aced comp sand/ ; ; 60--84"medcomp silt '; f ine sand ; 84-109 " coarse san ' PIT # LOCATION DEPTH LEDGE 6 To be loc..at .;d 82" 82" 7 by surveyo r 68" 68'* 8 109" 30" 9 66.' 66'' Pt= t2� ' TIME I RADING 0 12 1/8" 2 18 1/2" "' "A v 6 24„ B 2ti i/2' 10 27 1/4" PERC # LOCATION DEPTH PRESOAK PERCOLATION RATE MIN/IN 3 To be lovat-... 34" 10 min. 1.2, Buse system design by surveyor on 5.1 - 10 min/in. OBSERVATION PITS: DATE : 7-15-91 WATER TABLE: Below Max SOIL DESCRIPTIOW Pit 12 ,,.....,........ Pit. 13 0-7" topsoil 0-frtopsoil 0 -7 -topsoil 0 -5 -topsoil 7-32 subsoil - ; 8-31"subsoil ; 7-24vsubeoil �-20"subooil 32-7,A-med comp 31-48"fine samd 24"-39"curse sand.; 20-34"r�cw Bray fine sand 48-84"medcomp 39-59"fine sand/ ; silty sand t_:oarse sand ; silt ; 34-98"med comp ` 59-86"coarse sand coarse gravel f e t GROUND SOIL GROUND GOI L PIT 0 LOCATION DEPTH LEVE WATEP Mc7I'I'LING 10 To be locatt,�d 74" --- 70" 30" 11 by surveyor 84" --- --- 28" 12 86" --- 75„ 28" 13 98" 108" --- 32.. 33.. FERC # 4 17 105" --- --- _TIME.F.ADI NG 0 10.1 2 26 , /2 ' A 28 6 30 3/4" 7 31 1/2" ' PER(; TiOCATION DEPTH PRESOAK PERCOLATION RATE MIN/IN 4 To be located 39" 13 min. 1.2 , Base system design by surveyor on 5.1 - 1.0 m in/ in - :OBSERVATION PITS: GItTE: 7-15-91 WATER TABLE: Below Max 5QTI. nFSCRTPTJONS it,.- i5 _-_ ..� Pit 16 _. _mit 17 _. 41-6" topsoil �-fi' topsoil ; 0-3"topsoil 0-5"topeoil 6-27"eubeoil ; 3-W'subsoil 3-12"subsoil 5-17"sul:coil 27-53"fine sand ; 26.41"coarse sound 12"-27"med coarse ; 17-30- "coarse sand 53-11 1"' silt & ; $7• A)"fine sand sand 30-39"nm_4Jcx_urrp sand - rocks 4.9- ' . l0" comp silt ; 27 - 37 " coa rsf- sand ; f ine sand & coarse sand; 37-50"fine medcomp; 39-58"coarse ;and sand. ; 58-105 "medcorrip 50-1.08 " coarse F and ; fine sand GROUND SOIL GRCRM SGI L WA' 'R MUI"IZ,ING PIT # LXATION DEPTH LEDGE WATEF M.JI'I'LING -- 3 14 To be located 117 " --- 11PJ" 35" - -- 33' 15 by surveyor 110" --- lOG'}" 34" _ 40* 16 108" --- 1C 33.. - 44" 17 105" --- --- 30" Posts - Angle 1Q° upslope for stability and sel f cl eaning. 1. Set posts and excavate a 6"x6" trench, set post downslope. + 10o° ZM .((1= +t► • 'l iik = rA 12" mi n. \itt M E I .\%\ depth t • IN I Filter i 1' 3. Attach filter fabric Fabric ! to the wire fencing t + and extend it to 1► the trench. t�PIZ-,i ills t� 2. Staple the Wirewire mesh fencing "� fencing to +t end post. '• 4. Backfill the ► trench and compact the 1' excavated so.l. Com acted Backfill t. tit 1 Ili-- (f•li , fill., ZI 4 TYP I cAL I rvb'TRSLL�' t" ; S Y"YMET I C P I L-YER P^DRI C E2.06�DLJ f0LJ7LL,*`DL uCDT`E� b. Seeding, sodding, or revegetation plans and specifi- cations for all unprotected or unvegetated areas shall be implemented as soon as possible. 2. Excavations, Fills and Grading: a. Cut and fill slopes shall not be steeper than 3:1 unless stabilized by a retaining wall or cribbing, except as approved by the Commission under special conditions. b. Adequate provisions shall be made to prevent surface water from damaging the cut face of excavation or the sloping surfaces of fills. C. Cut and fills shall not endanger adjoining property. d. Fill shall be placed and compacted so as to minimize sliding or erosion of the soil. e. Grading shall not be done in s,ich a way so -s t.� divert water onto the property of another landowner without the expressed consent or that 1,-1 idc�wner and the C ommi s s '.C.n. f. Fills shall not encroach on nat; al waterccurses or (.:onstructed channels. g. During grading operations, necessary measures for dust control shall be exercised. h. Grading equipment will not be allowed to cross live streams except by means of bridges and culverts or other methods as approved by the Commission. 3. Implementation Procedures: a. Wherever feasible, na*ural vegetation should be retained and protected.. b. Only the smalls st pz . c -tical area of land should be exp.3sed a:. any oi,e Ttyl.e during development. C. When land is e>poced during development, the exposure should be kept to the shortest practical period of time. d. Where necessary, temporary vegeatation and/or mulching should be used to protect areas exposed during development. e. The permanent final Vegetation and structures should be intalled as soon a3 peactical in the development. C�E E I.� Cn1UT�v�/ Td LE O P-e�D�-4 L)6r �4dP.6 - I LTE1zPLdTL=_D TO 2" 1 UTEe_V.d L6 dOO aPE dPPaDX 1 ".A7E DULY 2.) 65pTI C ,wSTE >_45 -nn s5E DE 5IC-Oix D 8Y d CE6 16TEP ED PtL-)Pt= SSIC)OA, L= OG 1 UL Et'_ 3.) LZ0610U dUD 6ED11-dEuTaT,n0 Cc:)UTec-3t_ Pt_dLJ5 514ALL 3E 508tA IT7ED ,dT TIM15 0i= Dtl\/E(..0P"1-:0T- cit= c1dCN L(.)T A) LQ"T100 L3F "OUSEL , tJELLS JLJD 3EPTIC de -Ed -6 -JILE APPt?CDX 1 "dTE 0 JL`� 5) 600 JT11 0,AL 601L.6 Tt 5T1 UC Ndle BE 1JECE66de_,? AT T1 HE CDP' CC,3U.STt1JCTl cad 6) Cid DJ8JC JL -10 .6CD1 L •0(_6TL)e_6JUC_E SNdLL 8L L EPT Tcd 6 N1 UI MU" 7.) DI 6Tue.13LD A ..F-A.S -61-4A LL 6E L1 MED , 6 ECEDt=D , FLP -T1 L.1 `ED dLJD "LJLC-PED UP ./:) 1.1 Cc7 M P Lc- Tr 0 0 c:)F Cc')0 -6T0JuC T'1 CD1L1 15) D J 6Tv e6 D 4 LEA6 .6 "A Li- 8E, a w E P E.D %41T" d 141 IJ 1U M C3 F= 4" C31~ To PsL,3i L. 9 TOTAL. Ae-Ed C39 PY1DP06ECJ DEVELLDP"EJ-JT ?B.58 Ic�6 10; 6TC30 Et()A LL 6 AUD / sae_ LU I F:F_UC_E 6 Hd�e N AVE PA of :)V- I 'E.. e -E CAULd PI T�= �3 r3F,7Tw Fj=_ 0 Pe_t u Li PLE 11.1 _61LTr1E J6_E r3Z" IEP TO 8E. PLdGED dd_C.]U00 TnP601L PILi.t) 1""EDI dTE:LLe F01_1 W1LJC GLtde_1UC{ dUD CiL08RI1Je: 12.) d P AAUG1t.!T 6EtDIUC 5NdLL 6E I -IADP TC3 EST,6dL_i l :-1 3 LdtVI..1 F3ETkVEEd 41PLZtL. IL JUD 6EPr 30 13) Ioe.I©e.. TO c0iJ_6T _0C_T1CDIJ D'_1VE(\Jd1e3 POO LC')TS � , C 4 7- JALL EL06ttoj (_C3Lrr?_z :)L "c_e6vE_E5 Tc) t::�E. 10 PLdce PE'_I 3tZ 7t:) TOS 6Td zT eDo: C_0vJ:6Te.. acTr)J 1�4) L( --3T t. 0"8 c:L 5 l J L C_E T�-4� '7C7)(0L1 cit= "(_-) dT \,I 1 L L i= 11�S�S66DCS c.Dt~"PIrE P -A L I u�c�e�� i incl �)��F:-'ET Pt'EV4�D FO'L Li C. rIU11L 6. I1�93 - SWEE3 DUTCH a ASSOCIATES CIVIL ENGINEERS a LAND SURVEYORS 79 NORWICH AVENUE, COLCHESTER, CONN. rinB do12-4