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HomeMy WebLinkAboutPlanC ELEV. +-445.00 ELEV. +410.00 ELEV. +435.00 i s _..__, _ _111 ._ I-_ .._. ;._ . ..._._.. - -__. --.1.1-1 __ -_ _ 4 - -, . .- _111__1 _ 1111. I i i . _ _..__..____..._. _.,_._ _ ___ _..._. s._....._. _,__.._ _.. __1111._. .�__. _..._ _1.11__1. _. _. I i I I 1 I rL 43-1_c>o 1 ( __.. ..._...___. _. _1111__... -_ _T. . __ 1 1 I _..._ . _ _ __.._ ...._ __-. .._. ._ 1 ",.....,,..._ ,___. . _ _.__._._,_1__--1 .- , F.F.F - - - -- .._ .._._ __ __ _. ___.. , - - - I i I I , _ 1 _.. •.__. _ _ _,_+____ .._ ___ I i { II .... 1111, 1111,.._ 1_1:11... 11.11: 1111 .. .. .. ,, .. ,. ... 1111. _ ..',_ .:.... �..�. 1111 „.�,.... .- 1... ... >...,.-1111..2 _...........,.,...,,. _...-. ._. , 1 1111:. i +, :., ` I • { I I i .. . _. -.... _ .._ 1 _ _ ..._._ ...... _ .. _._ ._........ I , -� , __ ._ _ . _111.1__._ ___.. _1111.{. _. _ . _ ..- , __ _ _ ...- I .._ __... -,., . _+ ______ - -1-1.1 -- .. ,._. __ I I - --- GE55 COVER , AG II I __.______ __..__.... __.Fila_.-. ___ __._ ., ___-_._.. ( _ _ _ �- ; ._ _.__ �-. _ _ . _. __-__. ___..__.. -._ _ . - _. -- _ _ I __ .._. _ ---_.. _ _ _-_-._ _ _. ____.. _ _ _ i I ,,, I___. __ ---1____11._____ _ _._____ _._._.__ �_.. 1 , ROP I-1N15HED G DE - I EXISTING ` _1111 _ ... ' 111. _ ............_... _. _........-...,,... _- 1111._. RA .._ . .._ 1 111. .......... 1_111, . y.._ .. _...�..,._ . ,. .. 1111.. . ...-_.-._1111_ ..__.._. 11__..._ ._ _ 1111. , 1_111. __ I.. -. --�� f __ ... _.-__ ..._ . __11.11. _111.1._._. DRIVEWAY' 1 i `1111._ .__-.- 111_1_.. .._ - ._ (_11.11_ -- __....I ! I GRADE I t . _,_...,__,._.+ _ - _ ._ ._.- ._. - -. - � I ,,, I '\' I_.__._,..._......1_..11_..._1_._. _. �_..... ___ _ - _-._.._, __111_1 _ ,.-..- I __.__ __.�__, ...._ . __. _._,.____ _-- __.__ _ L _, _ I I_. -I-ROPOSED I F I L_ ,:_ -.. -. ._-- . _ . _. ..._. _. _ _ _ 1111_. „ 1 I _ L _..I _,_ ._.........._.._.. ...._..__. _ ,.._-... - _. - _,1 _ _- -\___ 1 , , 6 MIN. G �. I a 11 I- I I I I _ _ -. ! _. _ ... _00--l-1.1.__. ..__._..,..___._... #__ . _..___..._... __1.�-".�-""'-�' _11(11-.._. ........ _ ._ ___1111_.. .__._ _ . I_.._ ._ _.. _ _.__ ._ 1_111. _- --__._._. - .._ __.___ 1.111_.. _.- _ _-_ _1111_ ...-.___ _ -�__. _1__111.__., _ _ _._ _ - . _ ._---._ ...i . I 1 _ .. _.. ._ -------- _I, ..__......._.. 11_11:. _.. __.._._-_. _ __._. ELEV. +�i ;0.00 t___._._._.___...____..._...__.___,_. _ . _ . _ I f LEV. -►-1.15.00 __ I, -. ELEV. +,120.00.___I I I_._.__ 111._1..,._:_..__ + ELEV. +415.00'...... _.. ___...._... I� PROPO�tu - ; ' �i + i _ _.._,;_. -.,___ ..__._ __..._..:__ ,__ ,..,E PROI fJSED _ ' _._.......__. _ _11.11_._ . _ ...,_._.. _., -.-_., 11.1.1_.._._.__DRIB/E4�l,4.Y-._�_.__,_I, _..._ . _ _. _ 11 1.1__.. _.,. __ -__ ___._-.___......_._.._._____ .__. _.._.._._..,_.__ __1.11___1.. _._ ; i I I �-2 OUTLET EART11/1S CK CUT � \ INLFT--�-- I + GRADE I __._._ i - _-- _ . __ _. , _. _._ .. .__ .. _. .. _..__ _ _.. -- -... _1111. t. _____�_. t__ . . . _____. -- 1___111 _ _ _ ____ L .__ _ ___+ 0 .. 1.111_.._ .. _ __,_.. ; NOT TO SCALE �rvtK&L NV I EU 1) THIS PARCEL 15 A BUILDING LOT OF AN EXISTING APPROVED SUBDIVISION AS 5HOWN ON THE DRAWINGS TITLED= A) "R.ESUBDIVISION PLAN KOBELSKI SUBDIVISION PREPARED FOR HENRY KC)BEL5KI CHESTERFIELD ROAD MONTVILLE, 00NWOTICUT" SCALE: 1"=100' 12ATE: NOVEMBER 2000; PREPARED AND CERTIFIED "A-2" BY 41 S' TT' ROAD; EAST LYME, CONNECTICUT 06393; PREPARED BY: BRIAN J. &AF 14EY, L5; NIANTIC, CONNEGTIGUT. 2J THIS PARCEL 15 LOCATED IN THE R-80 ZONING DISTRICT OF THE TOWN OF MONTVII I E, NEW LONDON COUNTY, CONNECTICUT. 5) TOPOGRAPHY SHOWN HEREON WA5 ESTABLISHED BY PARTIAL 6RO(JNP SURVEY 4) TOPOGRAPHY DATUM 15 BASED ON NATIONAL GEODETIC VERTIrAL DATUM • -_ (NGVD) 1929. CONTRACTOR SHALL RELOCATE PROJECT BENCHMARK AS MAY I'l BE REGIUIRED DURING CONSTRUCTION. BENCHMARK SHALL BE TRANSFERRED 5 ) TH15 SITE SHALL BE 5ERVED BY AN INDIVIDUAL ON-SITE WELL. (� , � .S 6) TEST FITS AND �cOLAT1oN TI STING wAS I 'ORr�ED BY MT15 AND wA5 NOT V#Tf D BY THE DE516N ENSINEM TIE- OE516N ENSINEER MAKES NO WAfiRI��NTY, EWFESS OR IMPLIED � AS TO THE A "RACY OF THE TEST PIT OR PERC TEST RESULTS SHONIt�I HEREON I'll, V ,% NEN Tr6r PITS SHOULD BE 11,YzAvATED IN THE EXACT AREA OF THE PROPOSED SYST'E'M o w TO VERIFY LEDGE AND GROUNDWATER ELEVATIONS PRIOR TD GOMMEIJCIN6 _. ,6 O' a� SYSTEM IN5TALL.ATION. ANY D15CRL ANCIE5 OR ADVERSE SITE CONDITIONS CA 1 �_;' 6 �` D1500VERED THAT ARE Nc7T ADDRE55ED BY THIS PLAN SHALL LiE BROUGHT TO THE o •�- •_' � , '- ,.� IMMEDIATE ATTRITION OF THE DESIGN ENGINEER FOR CORRECTIVE VM16N REVIS ION. t �a �a -10 - �� '3 •I 4 1 �O 1 1� 4 �I I \ . 1 i Et' l'} r PROP a i R' YELL X20 .. I . , ,' DESIGN 1 SIJ 1 ``� CSN ELEVATIONS j l { P+1GLAsND ElY4'IRONMENTAL SERYI _ .___ _ _ _____ __ _.___._, _ _111___1_... ,___ _._ _.._ ___ _... _ _ . NEW E �� -._ .. .. ____....,___.._ 11.1.1.._ _1___11_1._--11__11_._- _ _ _ __1__111..____ THK LAYER ITEM -Tint).) ..._.._...._,r _. _ __Ir Cc 1 t � I I ;, KLEDGE RIVER RSEIt� . . � +6' - I'I '�3 �` � 1111...: I ! I I 1 BI' ;; �x% c ._._,_ .___.... AC NU ' 3/4 CRUSH STONE r IST FLOOR L-K�IJSE + , I ... .._ �____­ 111... 11.11_ __ _.- ., 1111. r ._._......... _ _1111,. 1____1.1__1.. _ ,� �� _ .. �. _. _ _. _ - - -_1111 --- __ ....{.: _.I 1111,._ _._ ._ _.....- 1.11.1_ ..tr-__. _ _ I I ; 155 JERRY DANIELS RoAL �_ _ _� 1111 ; _ ., -. •;, 1111. I i LE/EL COURSE �; ` �; �� R ' ,� b ' ` G 1 LOOK HOUSE + 50 i I GH CT 06441 - I . _ oROU ,� "� DRAIN ND 437.. 1 . - 1111_ ... _ ... _ .. _._ -. _--._ ._ __- - I .. _ ._ _ _ _ ._ 11.11 MARLB B5 fi F _ _... _ , . _11.11 _ 1111. I 1 I I IA si' FOUNDATI O _. _11.11_-- I { { I •' ? t � �_, �.- GARAGE SLAB ELEV. +451-o' _1111 .. 111.1.._ 1111- _.._._ _ 0 t , • _ ._.. _ ; I EW D -BOX I�, ,t,g8_oo DY A�o1,E SPL ITTE+ _...-.- 1.11 1., _._ ---',. . I � 11.11..._ . _.. _... _._ . _ 1.111.. _ t, P I R _11__1___1___ .._. _-- .___, SEPTIC, - . , ____ j , ., ihLV IN +43 OF F ---.-..---1_.. .. .. .. _. ... 1111. _.._ . _ I 1 i ; I I f-+aRIzoNTAL sGAL�: I;"=4o� NOT 10 SCALE TP S 5'-- `� -�• ' __ _ __. __ 10 - OUT 436.fa0 __. _L-� __111_1_ ___- _. __ ._ , -11---11. i --_ . RTtOAL 5GALE: I' I = 4' C� t. I I ' 1 I _ .._,___..._... -BOX I rd�r' 17 __ __ ___ -._ _._. ._._._____.......1.. __.____-_.. II ND OF _' --___---1-_._1______ i i I `� 436 __11 1 1 - . _. >1W__________i ' I rn < f ,�'' �� D IN + ,__._3 i i j I I FTG DR D 1�OX IN'✓ OUT +4 I 1 1 I*1 ( 1 :� (.� l +: \ 36 OD + ......,_ .. . _ _.._.v :.:. -: -jor` • Q7 TOP OF STONE +4 I 1 o L I I 39 36 00 I i I I _..._ . I • 4i' \ I I _ _ _ _ I _ . ` � TPS ` -- �-I Nv 438.00 OM INFILTRATOR +434.50 + -1.1-1.11 ..____,.. 11.1.1 _____ l� , L f AT F "� t; � '�'' I I O � ' DN BO Ii .1111--.___L._.111.1... 11.1.. ..11.11.---..- -.-- f.._ --______: 0 �,\ I 3s'Sa '' t. i I I �( - - - - '''l --t .1111.._-- -- -_._ __ _ _ _.. _._ . .1.11.1__ __ I 5 R GULATED _ 3 11 ,_.. _.__.._ _ _... __ ----- _. �--_.._._....__. -- 1.111_.-_ .1.11.1. .-.---._ _ ..1.1.1.1. i i I WETLAND BUFFER , I Imo% Tt'8 ? 25LF 4" 50LID I_ - .._ . -.. 1 "r 11.11.......__- . . l _ FILL I __ _ _ _ ;2` _ �� PVG 5=0.+ 46 ...... ,1.11.1_._ ._ _- _. .- - ,. - _ _ -- I . z U)1 I I. 1.111_.. 1111. _ _ • , v _ � . �,. � � ., � `�� i. si I N I T- i s _ _ _ I l �Q li I [p oa �; r ' r ___ - I , __.......... _._ . _ . t __..._._. m �. � � _m; f �• � I rn . M I� d� + �'--� Lr - (y (-j f M m ^f} m i 'I I �^ +1 r `\ PROP. 1250 :BALLON w. ; ,---- 1111 N r I �- I _ I- .,_'. __ _ _ __. -11...11 _ �.. l i .9- ! i .1111 ...--..._�.. .. 11.11 _._ __ ..- 4 __.1 :...1fti , .� , i._,._.... ___ .1.11.1._. 1.111.. _ ... - -._.._... _....._... _ _ 10+50 I1+00 11+50 12+00 12+50 13+00 13+50 14 00 14+50 15+00 I � I� i -_ +. I , - n INV 43l�.f�5 IN �? INV 43t�.b0 OUT 10+00 ,/ °I ` 1 I ; ` t I I t -t 1 , t I I S n I DH ` IN ROG LF SLOPE +7� 170LF SLOPE +3� 80LF SLOPE 1 2� ' I _ . , �' 0 - �--- -- i 1 ' I I I 'I l -20LF 4" °OLID •ELEV. ;447.00 (1 8OLF SLOPE -I2,0� _ . . _ 2" OF STONE OR GRAVEL %`.. I I" 't i I I w t�/, r PVC, _ c2� ;� d I s -o 1 OVER TOP OF UNIT (TYPE • 1 •l IvV E+ ' I "r O•C, JI 4 PROP. SPLITTER I i I i I" GLt=_AN MESS ANALYSIS 0,i ► �- � �,Q ` + , Ik , f N / I DISTi<:IBUTION BOX I ! I , , i A lJ INV 4'9b.1? IN TRENCHES AT 15 o c BROKCN STO1dE 11 N L_iK a I� ;04 j , , . E. I PROP. 4 MI T - b.00 our LA'T'ER. OF APPROVED -� OR I" SCREENED , c WtPRAUL.I G GRAD I ENT = I V ."f +/- � 4 , , , I + 1 "o INV 4 3 GRADED TOP501 L, LIME, - - • ` I ` s , ! � N FILTER FABRI G t GRAVEL I 11 FERTILIZE, SEED s MULCH RESTRI GTI VE L.A'L'ER - 48,E +�_ \ ; , 1 I L \` ��. , ice, �.,' ;" �' t I �,' L f G 1=ACTOR t�) __�, ,,�- ` . . • I �� 0 \I , s I j' ,r r 1 . J N • . % w ` 111 � - - ;' / r _ I � tat nR F1= ,' T ) . i - - ,� AG 1 �LOY'� F . �}•• � , 4 BEDRC� OM �. OYER VED COMPACT i MIN. G APPRO DAYLI� T r i i _ i !j 1 1 , � `:.: j F D I N _ 1; TG 1'-"Oi'Z NC", N WHE L __ .r :..,•:::...:�..`�;;� ::� _ _ ._ :�.� _ � 6R� +,N JLf�R BA L L --.--- _ti.;...,:.......1111 . • ' � = .,� 1 i t / �' , D15GH�GE w �ERGoLA�-lot� 1=AGTC.�'. TOI O�_ -a ;, a s ,� , ' � � I , , � , J LAYOUT �a,00RDiNATES + UNIT . 3 .. ,: ' . • r : • . jam% - X � X P� • I , "t�'�iL. �) = 3 .6 1.1= 51''READ REQ'D �, �� . • I / / "� ` BLDC7 cc�I�N. °A" ,5562:11-15 10283.0102 4; r 5504.5551 14513.47x9 16" . ' • �., � • : 1 I " TQ „�.-� /� ; r' �' ; � �' ; • � BLDG CORN. "B"" �j • - - , - / f .1111 " d. I � ERT (til..` 9) PROV I DED = 112.5 LF, 1111. I. I ' , i \ , , , , ` % ; �' / ,"I �� lo+ � 5 14A_ 10145,1<10-1 BOTTor_i of i _. __._.� -- --- t I TA �. X14 1.1.1.1-; _ TRENc� E-! ELEV. .., ._ 6 FT,MAX, - -11`--{ 15" ABG?VE MOTTLING INT=ILTRATOR®HI-CAPACITY SI )EVNII 1DC_t� Cham erg 45 A30\VE LEDGE Abeorption Area = b.2 S.F. per L.F. with I" Broker) StOn- OR I" Screened Orovel Backfill Center to Center = 15 Feet Q �1-INFILTRATOR C�lHI-CAPACITY I _ -- w C'• E t Ivu�.. f - SIDEWINDER_____.___ _ TREN(4***.H DETAIL I .NOT TO SCALE . 1. EXTERIOR OI TANK & ALL SEAMS TO BE COATED WITH W/•;TRPRC 2, TANK SHALL BE ANCHORED ADEQUATELY AGAINST BUOYANCY. 10'-61. x 5'-8"W ENGTH NOT GREATER THAN 4 TIMES WIDTH OR DE 17" MIN, DIA CJVERIN DIA, INSPECTION PORT COVEF N ff O. REFERRED TO IN TF115 PLAN ARE APPROXIMATE I [ 1) ALL UTILITIES SHOWN OR w AND MUST BE VERIFIED PRIOR I0 ANY SITE "";;" UGTION. GONTRAGTDR z AND/OR OWNER SHALL NOTIFY "GALL BEFORE YOU DIG" AT I -800-122- 44M AT LEAST THREE (3) BUSINESS DAY5 PRIOR TO ANY EXCAVATION. 2,) THE C.ONTRAGTOR SHALL STRIP ALL TOPSOIL_ WITHIN THE LIMITS OF ANY INLET EI LI ER FIL.LIN6 FOR THE PROPOSED SYSTEM. THE STRIFIIED TOPSOIL ,5HIAL L BE BAFFLE 5TGGKPILMD Ot:-3lTE, IN AN AFMA NOT IN KA%y or CONSTRUGTIOK. PRIOR TO RE•-U5E OF TOPSOIL, IT 15 R -COMME VED To 5%REEN THE TOPSOIL FC4;z REDISTROUTION. SECURE ALL tC-CE55ARY PERMITS FOR 50REENIN6 14- ' Aci R.EoUIRE_D. THE TOE OF THE STOCKPILE SHALL. 13E PROTECTED FROM I Lf'x''31ON/SEDIMENTATION I?Y IN3TALLIN6 A RON OF STAKED HAYBAL..E5 ON. in AW APPROVED SEDIMENT FENCE ALL. ARCkIND THE e,65E OF THE STOCK- PILE_ THE CONTRACTOR SHALL SEED THE STOCKPILE KITH RYE GRA65 OR COUAL. IF IT 151 To BE LEFT FOR A PERIOD EXCEEDING 120 DAYS. 3) T+E 130TEDM Ot= "i.1•IE LEACH,N* FIELD EXCAVATION SHA" BE LEVEL, 50AR- IFIW AND PRII'ARED IN ACCORDANCE WITH THE "CONWC,TEGUT PUBLIC WALTH CODE, R:eULATION9 i TECHNICAL STANDARDS FOR %5ekRFAGE Sc`v`AGE DISPOSAL SYSTEMS, LATEST REVISION, WHICH SHALL BE A PART OF THIS PLAN. 4) NOT LATER THAN THO (2) PAYS AFTER I N5TALLATION OF LEACH 1 N6 5Y5TEM HA5 BEEN INSPECTED AND APPROVED BY THE LOCAL SANITARIAN, THE CON- TRACTOR SHAD BACKFILL THE SYSTEM AS SH•IOWM ON THE PLAN. ALL OF CONTRACTOR SHALL RED15TR1ajTE THE TOPWIL TO A MINIKH DEPTH OF FOUR 5) ERS ON/5EL�IMENTHE FIN15HEV TATION•I2 OP N�DI�N6 DRAIN AND TO PREVENT -., ';IC -DEPTH II `-- 3" MIN. "--6" THK. LAYER BOTTOM 3/4" CRUSH STONE LEVELING COURSE 1250 GALLON SEPTIC TANK DETAIL I/i I- / . 40 i i , : r tt^X STA IDS5<� '5192.7f�Ei9 10161.6272 ' �- / - 1 I ` , 4 i �- STA I i +C?�') 5240.27z3q 10177 2637 4 . V I y i I / , / :\ v� E=XISTING LIt 41T r I * I rn 1 , I 1 ! l i 1 fr OF TREE GL E:�RI?s o, " . . . . .... ----- . . / . INLAND WETLANDS x , I ; , I i ; i ; 1 ti (TYPICAL) `� BTA 11 +5C) 5288.0., 0 1011�..oe7s -^� t � ` STA 12+00 5335.9267 Ic�2%-.1 2 I j r i _•�� Z 'I 1 ± ` 'ff ,. ja , STA 1.2+50 \ 5384.7622 10215.9386 '• `� � �1 STA )3+00 ..434.7508 1021?.0069 . ��� . . . . . . . . . . . % ! I` I,, , / +s 5% + rn ' ' `-� O, 5TA I5+50 ID4.7247 IU21Py.b214 �� . . . . . . . . . . . . . . . 1 ; ; l ).:.� n 15 STA 14+50 r 33.9163 10227.5760, -C 1 ) "� -- " � � f; , " ! /I I ____ . 41. 1 (r 1 / ,` u, 5 � 1111- _ ._ . . . . . . . z 1 q I , 1 �11 ;i J , // ? .1 I J % /s' r . r i I . 7 j I I' / .. z . 1, �. /, \ . � . . . " I 1% 1. , �,� k5� \ �. , I , , .11 z I� t 9,^ \ pG�� /2" ��� \ / , ,, 420 .11.11_ 4, _ . /% , - r z / 11�• ,�. .moi ,e, i __-1-1- 12" _".12" INV 413.46 414 .` "s'.,.•{ P _I- � � ` /� EX15T CON ��I Ij I $ - Q--, -- -• l;�LT#6761 HEADWALL ` I 1: }A ()o +418.; 4 11 f,. __ / .- r� i �'�/' SII / t . -- _-REMOVE t1)}I I -REMOVE -1� GUICE3P.�,IL G - 24" A5H IN WAY OF BASIS FOR SUBSURFACE SEWA D IGHIiI=L#67+52 - =418.11 DRIVEKAY -PROJECT BENCHMARK NV 414.1 +/- SPIKE BET IN ;'o,� E - PROPOSED FOUR (4) BEDROOM SINGLE FAMILY RE'SIDINCE / HELT #6-161 PROPOSED ELEV. +415,0G '':-',lV) NO JACUZZI TUB IS - ASSUME MA G.W.T. ASSUMED AT 48" BELOW GF -Q - ASSUME LEDGE LEDGE ELEVATION AT 66" BELO'.V GRAZE (TP #4) / 11 - DESIGN PERCOLATION RATE IS 1.0 TO 10 MINWES Pfd INCHLEGENQ - EFFECTIVE LEACHING AREA (ELA) REQUIRED = 6C S,` '. ���' PROPOSED LEACHING SYSTEMA C¢ FERIA �� 43� EX15TING CON -0t) PROPOSED FII�iS GRADE - PROVIDE 014E (1) ROW OF (18) DBL. SECT!( -IN(; � 45C% 6.25'L INFILTRATOR HI -CAPACITY SIDEWINDER GALL4 CONTOUR (36 SECTIONS TOTAL = (18) x 6.25LF = 1 1 ""..5C P � +411-' IDOSTING SPO- CADE 40 WAdo ADE S OF /APPUCAN' R10HARD GULLEN 45aA SHORE ROAD OLD LYME, GONNEGTIGUT 063-11 TEL. (860) 434-1521 I�AMAE dt A©DRESS OF ENGINFAER EDWARD H. NIENKE 111, PE CONN. P.E. # 16771 E.H. YVENKE 4 A55001ATE5, P.G. 486 JUDSON AVENUE MYSTIC, GONNEGTICUT 06355 TEL. (860) 536-5032 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch= 40 ft. 160 1 BULK ZONING DATA R-80 RESIDENTIAL ZONING DISTRICT TOWN OF MONTVILLE, CONN. 6) THE AREA OF SITE D15TURBANCE 15 APPROXIMATELY 57,000 +/-5-17- THE PROPOSED NOT O SCALE - 112.5 0 FT. x � 6.2 S F• /L, F. = 697.5 t S. F• ELa, Q1,pED �'� 80,000 S.F. 707,090 t S.F. i�r s : Z 17 1 �k -�-i ! MIN, LOT FRONTAGE 180 FT. 580 t FT. ARE PROTECTED UNDER A t4; MAX. 10T COVERAGE coNTTza,ToR SHALL TAKE AL1. NECE55ARY PRECAUTIONS TO PREVENT SOIL SEDIMENTATION FROM THE EXPOSED EXCAVATION. A5 ATION CONTAINED HEREON, SHALL NOT BE DUPLICATED FAIN feCINT YARD 50 FT. - PROVIDE ONE . 1250 GALLON SEPTIC TAt�'KE MIN. zlDE YARD 20 FT, 85 t FT. ABBREVIAT10N5 MIN. REAR YARD 50 n •� +'� PROPOSED SPTYRADE WATFr SERVICE INDR1P AL ONSITE WELL EROSION AND/oR SUCH, "ME CONTRACTOR SHALL USE THE '5TAiT: OF CONNECTICUT GUIDE- LINES FOR 501L ERD51ON AND 5EDIMENT CONTROL" L.ATE5T REVISION, AS A GUIDE FOR METHODS OF 501L LOSS PREVENTION, MICHI 5HALL BE A INDIVIDUAL ON-SITE SUBSURFACE SEWAGE DISPOSAL SYS -'EM CLIENT REVIEW TESTI T RESULTS -Toa 9 RESERVE AREA IS PROVIDED I ELEV OR EL. F.F. ELEVAiII>I,I FINISHI I) FLOOR RCP CONC. REINFORCED CONCRETE PIPE CONCRETE -- - - - BUILDING SET3A': L11-11TS _ -- ---- PART OF THIS PLAN. TEST PIT #i TEST PITS }'ERFORP'lED ON 09 FEBRUARY 2001 U -- O(n I U INV INVERT ` _.___11__1_. _J __..� s vu: wiuuuM arra��w�r�r�rr ,x LOT LINE Bim' PNMT L5 7) THE C,ONTRAC.TOR 5HALL NOTEFY TI IE ENGINEER IMMEDIATELY UPON ANY C> t1 I) Y THE U NGA5 HEA LTH D 15TR I GT ,..o ir" CL. I�I V) _j Z 0 W MON. MONUMENT �3:: G 0 CL. DISCOVERY OF SITE CONDITIONS NOT ADDRESSED BY THIS PLAN. THE CON- 0-3" 7CPSD3". / S SLOPE D.H. DRILL HOLE . -T1 _ ""HE NR TI=N PER- SHALL NOT 3" -35" S! IB50I ,- �� , ^- FLAG -. ,,-,-.AD AREA TRACTOR EI R AND IE LOCAL BAN�� MISSION OF THE 35'-87" FINE TC I1� SlLT' SAND; OLIVE 32" LEDGE PVC POLYVINYL CHLORIDE l.P. IRON PIPE $ THE 5EP'TiG TANK SHALL BE PRECAST CONCRETE, Y'147EKPRD'OF GOkS�'T_ AND AW NO LEDGE TO 87", rr� LATER TO 87°, No MOTTLES TO 87" TEST PIT #6 p iC�aLA-1 011 T1_=5T RJE5ULT5 C!P CAST IRON PIPE TBS TO BE SET CONTINUOUS _INIOF STAK-ED 1 ..._ .. _- ." y ION., 1250 GALLON CAPACITY, HAVING TWO (2) COMPARTMENTS -,H- OREP A5 NECE55ARY TO PREVENT BUOYANCY, hl APPLICABLE. THE TEST PIT #7 35° LEDGE I- I �./ �/ f �L..✓ ✓ EXIST. ExtsTIN+;, lYP TYPICAL NAYI3ALE ER SIC CONTROL TANK SHALL BE T LEVEL ON A 6" THICK LEVELING G,OthZSE OF 3,�4' TEST PIT #2 4�" LEDGE _ PERC TEST RES !.T ,Yp�RI ED Ota! 13 FEBRUARY 2001 PROP PROPOSED LI/F NOW OR FORMERLY . FLAGGED ,,4E -LAD LIMITS E3'ROKEN STONE, OR APPROVED EQUAL. TEST PIT #8 WF{f 38 �,-*3a 9) ALL ROOF DRAINAGE SHALL BE DIRECTED A `Y FROM T++E TEST PIT # 3°° LEDGE #5 PRESOAK TIME: 53 "INUTEF5; DEPTH OF TEST: 24" BLW GRADE MIN, MINIMUM S.F. SQUARE FEET PROPOSED LEAGHIN6 FIELD WITH A MINIMUM 5EPARATIN6 DISTANCE 01= 0_3++ TOPSOIL TYV7_1NTY-FIVE (25) FEET. 3"-381+ .SUBSOILL �� 1_Ili _T6 ��� ,LDROP MAX. MAXIMUM REF REFERENCE _ _` _ _ � 50 WETLAND BER LIMITS I;F THE HOU5E 5EWER LINE FROM THE FOUNDATION To THE SEPTIC TANK MAY TEST-�� 38"-66" FINE TO i"1ED SILTY SAND, OLIVE D.I,P. DUCTII F IRON PIPE CL CLASS 10) 13E EITHER 4" DIA. CAST IRON PIPE, CONFORM 'f0 ASTM A'T4, OR 4' PVG PIPE 0-3" TOPsoIL LEDGE AT 6/ ", NO WATER TD / 6", NO MOTTLES TO b6' 12:10 -c:f- 11.5° -0- SCH SCHEDULE BOT BOTTOM + I I ' + _ LEDGE OdJTCh'�p PI C,ONFORMIir6 TO A5TM 1765 5GH 4O, OR EGKJAL. THI5 A SOLID, TISHIT-FITTING PIPE WITH A MINIMUM GRAVITY SLOPE 3"'_>,o" 20 / SUBSOIL FINE TO NE) SILTY SAND; OLIVE 12:23 I i 15.75 ° 4.25 ° PERF PERFOI���TED D --BOX TION eox DISTRIBUTION _,EpG f r.i. I i 51HALL BE OF 1/4" FOOT LAID TRUE WITH NO LOW POINTS OR "BELLIES". /4 NO LEDGE TO 77", 1`0 4ATE-R TO 77", �, INC MOTTLE5 T -O � ••�-E�rt- pI-r' #� 3�" LEI"jr��I� r�,34 i+ I'1 17. 5' 1.75 " FDN FOUNF�r,lION O.C. ON -CEN TER TPI 1 TEST PIT # ht<CIGROIJND 11) RE`t`-ER TO THE ARGHITECTUR•AL PLANS (BY OTHERS) FOR EXACT BU I LD I IG TEST PIT # Q 12:4(0 I 1~ ' 1 i q25" .. 17 5" C.O. cLEAra OUT Bsr`1r BASEMENT ELEVATION FG'.r�TPRINT CONFIGURATION, SIZLE AND LAYOUT. TESTe T #520.75" 1:00 1�) r- -1 " 1.50 FTG. FOOTII J(; DIA. DIAMETER 12) ALL. DISTURBED AREAS NOT COVEFI FD BY DRIV)=J�VAYS, BUILDINGS OR WA K-5 0-4 " TOPSOIL TOP50IL TP TEST I,lf P PERC TEST �- PERC TEST L" ,TION SH`4,L.L BE PLANTED WITH 4" 1-1114. TOPSOIL, LIMED, FERTILIZED, SEr;PDED AND MULCHED FOR A LAWN. 4"-34" SUB501L FINE TO MEC SILTY SAND; 0 3"-27" FINESUBTIL 30- 27"-67'" FINE TO MED SIL. -1 r' SAND, OLIVE 1:10 I�' f 1 22° 1.25" RAD RAD�IU`�� HDPE HIGH DENSITY POLYETHYLENE PROPOSED DP,I i�JAY APRON 34"-56"" -EVE LEDGE AT 67°, NO WATER TO 67", ND l"1OTTLES TO G70 FINAL PERCOi_A` ON' RATE 8.72 MIN/INCH B.E. BOTTOM ELEVATION SECT SECTIONS I �>XF AT 56", NO I�iATER TO 56", NO t' ���?1'TLES TO 5b" BOT. BOTTOM CR DRAIN WAdo ADE S OF /APPUCAN' R10HARD GULLEN 45aA SHORE ROAD OLD LYME, GONNEGTIGUT 063-11 TEL. (860) 434-1521 I�AMAE dt A©DRESS OF ENGINFAER EDWARD H. NIENKE 111, PE CONN. P.E. # 16771 E.H. YVENKE 4 A55001ATE5, P.G. 486 JUDSON AVENUE MYSTIC, GONNEGTICUT 06355 TEL. (860) 536-5032 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch= 40 ft. 160 1 BULK ZONING DATA R-80 RESIDENTIAL ZONING DISTRICT TOWN OF MONTVILLE, CONN. ITEM REQUIRED PROPOSED REMARKS USE SINGLE FAMILY SINGLE FAMILY Mail. ehwpe@ao .COM MIN. LOT AREA 80,000 S.F. 707,090 t S.F. i�r s : Z 17 1 �k -�-i ! MIN, LOT FRONTAGE 180 FT. 580 t FT. ARE PROTECTED UNDER A t4; MAX. 10T COVERAGE DRAWINGS OR ANY INFORM" ATION CONTAINED HEREON, SHALL NOT BE DUPLICATED FAIN feCINT YARD 50 FT. 325 t FT. WRITTEN PERMISSION OF THE MIN. zlDE YARD 20 FT, 85 t FT. r.r) 63 - rT- MIN. REAR YARD 50 n •� > 50 FT. I DATE WATFr SERVICE INDR1P AL ONSITE WELL �,.PY SEWER INDIVIDUAL ON-SITE SUBSURFACE SEWAGE DISPOSAL SYS -'EM I STRUCTURAL ' SITE PIANNING i9i CONWL'T'ING ENGIN S =.. 48�� Judson Avenue Mystic Connecticut 06355 Tel. 860.536.5032 FAX 860.536.5033 Mail. ehwpe@ao .COM 1111111111111111111 C Cif` ` . =1 �4 �R.' t. i�r s : Z 17 1 �k -�-i ! ,X� GO I, ,! In. Cet4SV.V,. • q��, , ,,, ,1 .�.,,A.�". . <i 11111111111111 NOTICE: THESE DOCUMENT ; ARE PROTECTED UNDER A t4; COPYRIGHT (0,'2001. THE�,r DRAWINGS OR ANY INFORM" ATION CONTAINED HEREON, SHALL NOT BE DUPLICATED IN PART OR WHOLE FOR ANY OTHE=R PROJECT, LOCATION, SITE OR OWNER, WITHOUT THE WRITTEN PERMISSION OF THE ENCINEER. THESE DRAWINGS SHALL REMAIN THE PROPERTY OF THE ENGINEER. r.r) 63 - rT- f_;;EMVISIONS - LTR DESCRIPTION I DATE (• .) INITIAL SUBMI1TAIL ( ) A CLIENT REVIEW 04.06.01 __--' F ----. I "u . ..,-- ...__ __.1 . _•1.1.1.1_ 1. _ -- ---- - _.______-__ + -) _. __ - .-- __-_______j I, ----.. U -- O(n I U Wi 0M ` _.___11__1_. _J __..� s vu: wiuuuM arra��w�r�r�rr ,x .m L5 ..,r '; _ u 1 x � . .aw... Cf) ci7p j !:.1 Z , �, Q Lt._ Z Q 0wn" L ij 1-= c) '< -%r.­i LjL f" ..j V"�' � ,...,� � f- r.r) 63 - rT- L,L! M. iris.," � o ; _ Ll p !� O `r c 1 �, (• .) ( ) 0 cr; >... no Iffema OC "u . G�' � � (w Lil '� _ j, �.. i.n �.� co 41111:1101 n �' CL S i_> U -- O(n U Wi 0M LL _J :2 (1) LL_ C> t1 I) _c 0 ,..o ir" CL. I�I V) _j Z 0 W �3:: G 0 CL. `C II. -_ No. Caurora 01 1 0!= i S I -I EV -TS, I Scale: I I . . 4•C FE1 Dia APRIL 20'11 111.1.. ....•�.__._-..�. _ Project No. 210305 e t