Loading...
HomeMy WebLinkAboutSite Plan0 &( I r- N/ �9 Z-- / A/ O vv' S',iC / O F�� 0,. SYSTEM DESIGN The Sanitary System is des#gned for a proposed 3 bedroom house, based on a percolation rate of 3 o min/inch. This requires 750s.f, of effective leaching area. Using 3 foot wide trenches, ?-So linear feet of trench is required. Use 4 trenches, 9, -s, (_1)57 feet in length, 12 feet on centers. A /000 gallon septic tank is required. Leaching area required 7!•O s , f . Leaching area provided "SGS s , f . Reserve area provided 750 -s. f . L \C) 1 +1Vv VVVV"3& r O LC�/vD Oti/ 770L,/)e 2� A2 o Pa0.S E,0 C o A-! TO v/2 �E s T P 1 !- r� 4i5 oe TE 5 r v/'Z- 6; 'Y -A/O 2 499.9( L h i t ,eEFE'� EtiCE /S 111A,0E• TO 4 /17 !; /::P E•,u r/TLE!) ,0,eo 104F e 7 Y SUe YE Y Pk2E P192 Eo ,ro 2 J d Hit/ G A YNo,e r?L o CO C.Cp6-5 rE,e 4IoAa "0AjTV/c,4-E CT, / zO' 19uq 251, r975 /--, -95560 , 1A,1C 12' CENTER TO CENTER 3- i 0 i 1 $ MIN. 8'*MtN.?f BAC i FILL 774/---,5 7- / 7- 0,49 7-/i -- -- -- - _- A9 7- -A(, area of the proposed primary and reserve systems and within 0 VC- 0 2 - (?- 7 - gZ &Y - oNN MC CJ k^,/ k1 $N"A'_� � 2"MIN. X SECTION ,QCT/A/ To 5,,9N/ 77)92 /A E (,Z,9VEL �� H Al � QFc�O ��� Fill is to be a good quality bank run gravel �-)r piled. g (NOT TO SCALA) A O-/Z 7 -op SO/L , ON D -/ Z TO S 54/ / L `r i 8 M 1 /Z, -,3z" '5v43SO/L SET"EEA/ r<"SIZE STON SYSTEM DESIGN The Sanitary System is des#gned for a proposed 3 bedroom house, based on a percolation rate of 3 o min/inch. This requires 750s.f, of effective leaching area. Using 3 foot wide trenches, ?-So linear feet of trench is required. Use 4 trenches, 9, -s, (_1)57 feet in length, 12 feet on centers. A /000 gallon septic tank is required. Leaching area required 7!•O s , f . Leaching area provided "SGS s , f . Reserve area provided 750 -s. f . L \C) 1 +1Vv VVVV"3& r O LC�/vD Oti/ 770L,/)e 2� A2 o Pa0.S E,0 C o A-! TO v/2 �E s T P 1 !- r� 4i5 oe TE 5 r v/'Z- 6; 'Y -A/O 2 499.9( L h i t ,eEFE'� EtiCE /S 111A,0E• TO 4 /17 !; /::P E•,u r/TLE!) ,0,eo 104F e 7 Y SUe YE Y Pk2E P192 Eo ,ro 2 J d Hit/ G A YNo,e r?L o CO C.Cp6-5 rE,e 4IoAa "0AjTV/c,4-E CT, / zO' 19uq 251, r975 /--, -95560 , 1A,1C 12' CENTER TO CENTER 3- i 0 -2" MIN. HAY OR BUILDING PAPERY -4" PERF. P.V.C. ' OR APPVD. EQUIV. 73 • /Z �le/aVC- C 1 $ MIN. 8'*MtN.?f BAC i FILL 774/---,5 7- / 7- 0,49 7-/i -- -- -- - _- A9 7- -A(, area of the proposed primary and reserve systems and within 0 VC- 0 2 - (?- 7 - gZ &Y - oNN MC CJ k^,/ k1 $N"A'_� � 2"MIN. X SECTION ,QCT/A/ To 5,,9N/ 77)92 /A E (,Z,9VEL �� H Al � QFc�O ��� Fill is to be a good quality bank run gravel �-)r piled. g (NOT TO SCALA) A O-/Z 7 -op SO/L , ON D -/ Z TO S 54/ / L `r i 8 M 1 /Z, -,3z" '5v43SO/L SET"EEA/ r<"SIZE STON placement of fill, replace topsoil, lime, seed, fertilize 6n" c3vuLDE� and mulch. v 30" ,'o TTL1A.1C7 ��- 73 SRNQ ,3P " 1A •� -2" MIN. HAY OR BUILDING PAPERY -4" PERF. P.V.C. ' OR APPVD. EQUIV. 9 � Aj ALL %�OpD 4 r 1 � i Fill Requirements 73 • /Z �le/aVC- C 1 $ MIN. 48�� MIN. IL Al/O L E-0 (:;* EN WATER zxvm'i/ A9 7- -A(, area of the proposed primary and reserve systems and within L E D G E I")orTLi/VC7 �T 3G" TYPICAL TRENCH X SECTION PE,eG 30 /�� / �r�/ / �� H Al � QFc�O ��� Fill is to be a good quality bank run gravel �-)r piled. g (NOT TO SCALA) A O-/Z 7 -op SO/L , ° No sand f i 11 is 90/ compaction, and fines not to exceed 5/°. `r -7-/ L L to be used in areas of primary and reserve systems. After 54- (-0 placement of fill, replace topsoil, lime, seed, fertilize 6n" c3vuLDE� and mulch. v 30" ,'o TTL1A.1C7 ,3P " 1A r0 PC �7G �IyENT r C < iLL 7-r- V&/A-/ �2 v ti/SE.0 C o AJ,S C/6 T-A�c 17,5 ,9�ZEA WNE,eE TUPSo,� wFIS izc.���/ED /2 CgsE ST .SUITE' 3/7 A/o,e v,IIC H C 0 ,,,1 At/ r38h - z879 �1 20'SG T/LL • (f 7-1..----1 EIS .5C/40.57WAJ7711 Z L -A Slo - 8 4 �� C�'.�A✓EL �1 � J dl t� C Y Z .r, MoTTC IA -IC V T Z g Wb -;7 rErz 19r Z V 9 � Aj ALL %�OpD 4 r 1 � i Fill Requirements SEP r/ c O E s / C7 A/ IL � 0 b \ � 9 � Aj ALL %�OpD 4 r 1 � i Fill Requirements SEP r/ c O E s / C7 A/ Prior to placement of fill, all topsoil in the immediate area of the proposed primary and reserve systems and within a radius of 15 feet thereform, is to be removed and stock - �� H Al � QFc�O ��� Fill is to be a good quality bank run gravel �-)r piled. g A approved equivalent, and is to be laid in 6 inch lifts with , ° No sand f i 11 is 90/ compaction, and fines not to exceed 5/°. `r AfoTV/LC.E to be used in areas of primary and reserve systems. After placement of fill, replace topsoil, lime, seed, fertilize and mulch. r0 PC �7G �IyENT r C < iLL 7-r- V&/A-/ �2 v ti/SE.0 C o AJ,S C/6 T-A�c 17,5 ,9�ZEA WNE,eE TUPSo,� wFIS izc.���/ED /2 CgsE ST .SUITE' 3/7 A/o,e v,IIC H C 0 ,,,1 At/ r38h - z879 `pfGONNi • (f 7-1..----1 EIS .5C/40.57WAJ7711 Z L � J dl t� C Y Z .r, 2u5sE�c- A �-,eX7A,/sEAJ �� . ,s CT e" IC 894 �ss01STS �,•� 1014 AI.£� -- 2 j woo,. tj 0 4 m _Z 2G 4. C M�,�►�-���JSIC I r �� �..� � . _ .ter �4C13`'' `" � 0 7' kc, A-..- FEP7 Lxs;,c x.11 I �64 -T RE 11C WS4> 42 W, 1-0 G L-41 D AT' dill _.,S�y 7 tW;a)r,_'7;_7 '*JAIS 3C*',pit E 7` �'"� , 2 4�T rf iy t� F�CS��Ct:� M F� EU.1► # �VCa "`T"' '''+,,,,k;u -70 �e *TO r3AX A. MIU. OF M OF Z 10 mxv -rAc f7zl&, 0"" 7, J-1 h 17 pplw� AA A%J MAW V er 174 I ILI 04111 ..... . .... 4c) CT7 '4 ��EA=ac,00� �F � N I � 1� \ 14. to 4 Ito X..� PIOS C:>c> off_ P ijeol GIJ�t'� — flow -WAS .4L> 4201 r rE. Fame z &W� Al' �IkG�Ny u0�fN. 'r E� v,oe i>osf, �7jZv I`'�2Tr t�r N - A MkV 0t4 I�..E U r L.oiS ' �,�� ATS} #ICY PEE 17S li vp:01,-km--T,< Sv►z vR,< �'R i'A�E-> �'olZ RIE.Cc)tz,1-7E IV jN'NF- i -k0 TV►'~ 4.AN �COi<'v�i RU1>.>IN1� k +N JOHN GA`C NVR 0L,1'7 Co1.CNk 5T F- 12 t7 V0�-Q rpt~ 13 A I A(,f: 1"n, ANb VtjlUtyt X34 i7�C�� '�S(o . a�� 5ToNE WA�.I M�N�VI�.�..� CONN. I•: 10 tiU�G. ��� IC05. `'o C Ar( -N 3 A 5 I N f3 �, I4 NAR +7 I,, S T v n1 z' As S 0(-, iNC, Ut�c �rY P, tE (, o N �iLG. IN VKANSEN `vNSvVTANYS O OASS EsSo►ZS L,oT N�� i`�E'R c M r� b1Z A N 1711> �) T O Q N0 >'l0 N� v t �.1.t _ 171, A iv `� K V W/ ?�(C� i, A N b O ZIZ oto W ; ANS Pk A6 I AG >^ kQ. ZS --ro 1�£ ACQv1YtEtn i3Y • ?R t04.t~ T Nf. "ToWN t>f? Mok'C vit.,L-F ON ��j.ii Cot Q kCS"F-k 1'�vAh, sCAt,k 40' 30t X tri! wr1, J. Cox C4 MM ISSkON FR * WA�ZTM KIK JC•Nrts t Kfs . kIv(�,, 0 1.(�►.t.�A NEt.c�� > z _ �. S�PT'tC I'�kStGN t IZ�PAtZk"1> F'o� cc�NN 'W. 13�vWN MIXI.IN©�dSKY 007 C01. -C k �STF,JZ \C,OAV ON T- .F- GOT,IN, L u - _ 0 I ( 1 ,-?,o'3-3 @� f KANgEN C,oNSULTAN T S P.F- 1..S, �v t +�► �'pe;.aNs�N Calvsvl-.T��tTS O��+CE) � S11-51-05j� bH w h 5 .. NJ Yl 5 __$ X4.5 oc: - l .ter �,- . Nit, l 1(OZ 14 1 joHN J. GA�(NF-Z °1 o t- r' LA Lots' fiy� _ 1 615 f ,� J' o � Irl A a s I NI� C, '� 0Iler tZoW N Z / of / • o r� / w bL 1 >n I j� /1ool re / S // V1 ' / ', •/ /J \ may( R . >c� t " _'_ c� i Itl' �Ar \\ S s j 6 17 4)ck 0 ,'r yi►,,,t., Y.,— t ;k ,.v• ._ g''1 �,, .....,,i `7"'",....... ,,,r�^ •....r._ .,---...._ .-„,,,,..e... �j `'Y --4 495, ,n �l l �� g 8 �a_ 4S►o Z P J - V1 o • ti `i SIG u KCUtZ�S "Tui NtiAt~Tti vr'�iC;;k vF �vtd'V1�;�.E C7 ilaP uor�,s 1 1T I. SANT t ja,K�( SrS`�"MS FOR £X �S?sNG t'S.U�1,,OIN '�S WSZ i'l��ViOvSI.Y Q- • �' _—..—--�=---' 1NS” �"f�1•.i�D • hUCNY 1O N ►�!, AN S A R �. ON FJl l.k IN NE,A1..T h QF�t,ICkRS �.��� � C� . j d i AI~. iyA tz C I� I•. A R B A ��� Q V ,� �( ', N E, � 1v ' t� t'"t AN „ U r I N � t"l ,i'�� � � L l-• k W AY �. �' t7 U t, � USC 1 U IL1 C O N� iZ � 1.- , r"� + . t- N U t� t�' `{ 1\ rs _ t�/ 1,,0`7 S 1Z 1; !Z V f, t> 13 s I N i i v 1 17 U m 4J E lel .S , �(5 `I I o S, SIGN vv -f- - b t '�, CoN`ro0zs Ac�� (3As�v. ON U.5, Gas ►>A-ruh �.zv3Z AC. 4 (zt..� i O �,J � ["t o twI �'- V r_. X 1`.� A r�' TN KFc €.,-r o= ;'u,9 1C vJvRKS !� o tt. ' Svg1?�v►Si4N 1s K F'�.RkNCE� -ro M4G�l�Ttc hlOtzT X':, kSYAQi~iS�t.Ci 1u �`tQl Y\ i, ��, t,d�' �,� 10 aNr> )OA s'�c .1p-'�1z `_-" %o kEV'F-7,ENCE 'T103 JJS l>tv%5wN ` o ` t -.E CONN. Cc�otz�lrtt��E S`(S��rt W'vUi^qp .ISE poa Q KV- %0 j1A �S1titt�' Vf� �3 C p,osk. I'"� tiJdUU7 1�£QUtiz;tr hct;- 5%jvQsN tNQ, T N� koY:s At -AV ISE WR%T 1KG t7E1� tr S APV�- �7 X �1tZ T 5£►,�cT 1 lkN Ue �`1� N`` vE i-.�,t vt �,o"T .5 V E yU N A\ ky U W ,& I V . VC i 5 , Z' ,B `i N A 17 t. � 0 Z � t, � f`1 � N A `C l U t`V 0 !' S 1 ? F- VJ AIr,K , � 2 v 0 t, > C ca ►. '►+ F 5 T r, iz (C i? �, S,—GN At`rVRT� U>J CAS v 1 �. t., F . �, � , 1' O FC AP('ROV ? 3X THS �0N" %1- rye. tNu 1NG COM1`11S1ON TOW4 C>r tA.ON'rV1b.�.E �. 1 P')+O1,1� AUb �1.kC,`C'RIC✓ SkfZviC� L,INkS UV�lZ K t:,f� 3"O kx1 STtt3G Si tVA VZ _ 'DAik 7 1� t , Sv131?1v1S�vl� �S NQ`t" Wt�'K 1N A �ou�l vI=' I'I`ooV INS�)IZI�NCk rr,ATC MA>, s:*T Q- INN. ZF, F- t7 ON 0 F=(c- F OV THE -ro f'A Ct•,EZK g TowN ter clONI t _ j ?r\ $. )d005E ANI? KE,ATEt7 CONS- k'UC-TION 1S ' o-k"'�:�TE a1Z N J04 "• C-7' `y9�(®K Tt� r;RE � � A r~;r?c�s fury AN+> 3� A ►.+ >7 S E 1? + rM � N i AT t v N C v NT Q � L_ t�'t.,_ A N 1 tit bT ;' tZ o V t t? � D, p 47 Q, T6vJN CkE2k S +��GONN�C JORN W. � � ������ C . � �0� t' 4 4�•; 17ATF or Cor11"'KE ION or AI`s �,J0tZK: �. �,0'�5 wF-Rk CZ��T�iy PK c)P--TU PA5514E Svti �Z Nei?GY R�Q�,IR��NTS ��q�G CAlr7 �04,Cj1k'Sj �� X1"7 M0N"r i k�-E i R'F.SC13Y (-.AW 1" 10" f?i:C. 5 t G N At U Q�' TCr 1.-.t AY cc )U. Xu A gEg5101V UF` �IiF. XOU►f�IG 134AR►? QF A�:'''EAti.S, rQl,i.,vWjnl(, YNR 1 HEREBY CERTIFY TH r t V' AP AND SURVEY Ii>ILI``.1'I�(Z�� No, 6694 (�j WERE PREPARED IN ACCOR` ANI,WITH THE � Pvt31..�C91e� tN1', v►t1 ��GVS�' (�, I57'S ; '�"� F'c JW two, },^��ON WAS �v SURVEY �RAS£,l�; Coni Sv�T A►'`i�' �.c�'��`'c' STANDARDS -Of A C:LASs A—' AS DEFINED SVI�E `'S17ZT IN THE CODE OF PRACTICE FOR STANDARD 0f r nCCURACY OF SURVt` YS AND MAWS. ADOPTED DEC- Ut�'h11C `T`o SiC�1► �' A �.'[Zv�t1`AG� VQZ1�Nt~k. J IUo � � hod EMBER 10 1975' AS AMENDED EY THE CONNECT I CUT , CA`I f-k>-�� N� �J 51' �J11�I~ �F' h� �,C�I�CH�.51�Z h', ♦ ` ?'�ivE QRS. ASSOCIATION OF LAND AiF- )�'rF-zSF(::TtoN of oi3O, Ca"QtN I^STkR ZP Jr�Nt). t�pttttit7t7lIt,7J�tBei �0 A gots El 'v ,N I3 ut �N►� N ' �' I�E�' 1s oN �,.fAs ,,�•�'p� CON1y��,'r� k Kc f, ti v 1~ b �e.0 K IZ F- C, 0 sz I? c, E Pl- E EE lZ 13 i . v04.tJ11£ 1�5! (>Ac F, lig UV T41F. v ~ c'.�a 't`�ci;�Z�SSkr,�. A FRA t4SFN '�f, k-,, Nil 4 r e 6894 • O, `;ti` SURVE '"��reriivaln neet't'tt J