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Home My WebLink AboutSite Plan002SEE 'PLACEMENT k CONSTRUCTION OF HAY BALE BARRIER 1 1 HYDRAULIC FACTOR (TTP) 1 HYDRAULIC GRADIENT (Y, OF SI OPE ) 1 (jtNtKAL Kt(a1UIKtMEN 15 FUR ERUSIUN GUN 1 RUL: LO Y' 9 L T A � 1 O Y MINIMUM LOT AREA O fi R R WII _73 E i P�V� r OvOv ?S c Mi S i - 17 1/4" P T N ,a'GI R M\ T I I CN \� � IT T C \ 1H MINIMUM REAR YARD SETBACK V E L E s 1 FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION 1 OF THE SOIL. 1 Note AI-Caonot,be aPix-ed wI m a formal hydraulic an.lysi! demomarste• •uitabitity• The hy*=Iic analysis must confirm compliance Seth PHC Sectiou 19-13-B 103e (a) (4) Sites with no m'"ou•Ird natmlly occurring soil would nor be a candidate for hydraulic analysis since the naturally occurring Soil is sl-dy In ,■ "overlt—d" \ ocnduion (see PIIC Section 19-10-E 103. (a) (4)), 1 \ S26049'54"E `\ LC=123.59' \ R=220.00' A=125.27' \ T=64.39' \` D=32°37'31" BASIS OF SANITARY DESIGN 3� BEDROOM HOUSE - 5.1-10 Min/In PERC RATE 495 SQ. FT. OF LEACHING AREA REQUIRED USE 1 TRENCH 6' WIDE @•�CTRS @ LENGTH SHOWN 767 SQ. FT. OF LEACHING AREA PROVIDED USE MINIMUM 1000 GALLON SEPTIC TANK. HF 72 x FF 1.5 x PF 1.2 = MLSS 129.6 PRIMARY LEACHING AREA USE I ROW OF DOUBLE 12" INFILTRATORS @ 5.9 SQ. FT. OF LEACHING PER LINEAL FT. x 128'+ 2 END CAPS = 130 TOTAL LINEAL FT. = 767 TOTAL SQ. FT. OF LEACHING RESERVE LEACHING AREA MLSS DOES NOT APPLY - USE 1 ROW OF DOUBLE 12" INFILTRATORS @ 5.9 SQ. FT. OF LEACHING PER LINEAL FT. x 84 + 2 END CAPS = 86 TOTAL LINEAL FT. = 507.4TOTTAL SQ. FT. OF LEACHING AREA 40TE: HOUSE, WELL AND SEPTIC LOCATION ON LOT No. 1 WERE TAKEN FROM REFERENCED PLAN Em"aDaH ETATrvEDMrtR �` \ sj! 01-1 �\ -EFFECTNE LEACHING nREB..9 SDRAP \\ �� CFNTEq TD.caxTEHmEIKTt aonfmc• FEET �//jj'' '0ou' l■F4TM—ACCDPD 1 TO wtWFACDMER9 cnanENT ptlaiaLUnON NliauCTpNS \ / ` •CT 9T0.NE SPEcsle"Tana 011E aKTl BaplEH 9rouE DRONE INCH lCREENEb GRAVEL �,� \ "O DOUBLE 12" INFILTRATORS OMS k or P, IN` J911 V - 11 1 RM cr E. 2 M k S89°33'55"W --------- 899.14'--------------------------------------------------� O \ \ ASSESSOR MAP No. 20 - LOT No. 10 �6'D `sem mss\ I� / P-1 ��cr-MEM Del 100 �, moo\ • _ _ _ _ , Ff REVISED LOT AREA = 213,682 SQ. FT. - 4.905 ACRES L O •A �R n4:: T=36.20' D=11'59'45" SILT FENCE SEE 'SILT FENCE' AND "SIL T FENCE INSTALLATION (S)' DETAILS COMPACTED IT BACKFILL 2'-0' ROW (I MI DIRECTION BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING SEDIMENTATION CONTROL BARRIER WITH HAY BALE BARRIER u. Lrx��. .. ■-.a a .••• i �.j ::r::: �� \ it -4 i i 477x1 �' :;:• • ::•:•:•::•:•:•:•::•:•:•:•: .■ ■ . i ■ \ ■ • ■ `ry � R 11 ♦ \ A r a 1 - • 1 LEGEND I G F \ r7'� \ - I \ - 1 1 \ � \\487 7 r r �\�•�,+i \ l ' _ \ P-11 -474 ■■rrnrrr 4.• :•.•.•.•.•.•::.•..•.•.•::::: r c \ \ 1— 1\ s U BACK-, , TO BE T\ BRUSH C EXISTING CONTOURS, 1 1,5& � \ . r s.::::::::I;:I:: 485x2- -- — — 70.00 \`r/ f3Ai — TP=1oS5°15'00"ETHROUGH THIS AREA 1 1 — '� .47�xo\\ `\� ��// 480x6 36 ~ \ �♦ \\ ; — ♦ gDl \ \ ". ♦ \ \ ♦ / F. -' \ �` 486x9 „ \ \ ` ♦ 103:..•.•.•.•.,. i loo PROPOSED CONTOURS 1 1 \ 1 \ \ �, \ �\ /— t:::':: ♦ —�— I ♦. •... y \ \' \\ `\ ``� \ "-.yam- ! rii{Ii,L♦♦. \ I �` ` \` \�\n•�l ` �\ \ \ \ `'1'i:;:;:;:;:;1V86°.4'Vii'ic::�::::[�iiii:ii�ti: 492• \ \ \ `\ `��. \\ \ \ `� \� 4'84 482 / Ll:::::::::::::::::,y � \ i IO Mix.\ «♦ • ••;;:;:::;:;::::::::;I::;I::::::::::I:I:::: ® DRILL HOLES RECOVERED 69.80' 1 ' `� ` ` \ `` I / J, '� '�'�, 4�0 2 `\ 624.81 A \ S1040'24"E \`�` `` \ \`. �` ` \\ `�\ \ `485x6 I f i ♦♦..•..•.t ? ::�.:.:.ii ° „ 4X 476 ` \ 1 '� 480 13..... 1 \ `�� \ \` SaL4 \ 1 \ 1 t 1 I '. N86 53 27 E 4 6 • ` \ \ ` Sb2 1 1 I 1 / ::::� 8 484 ♦ : :::...:I::::::.::::::; O IRON PINS TO BE SET dl �oax� 484 36.94' 1 I 1 I , I: '�•; , 1 --- •:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• •:• POLE # CP 7747 ( t / 37::':I'":;:;d�i4C3::::':; `\ ` ` .♦::::::::::::::::: X00 500' 1I' :::::::::::{::::: 482 .. ... /a, Oso DEEP TEST PIT DATA • -O- POWER UTILITY POLES 1 i,.x. nEc. \ 5 A I ♦•:.:.:.:.:.:::::::::::::::::::::::::::::';' — 1 �` 75 �+`'` ``` I:.;:;::: .476 478 l l! I ♦♦�i I 4► TEST PIT No. I ♦i 490 480 478 ♦♦ .I::;:;::::•:•:::.♦�474 r .........::.:::::::::. '10, 10 EDGE OF WETLANDS 1 1 EXISTT?1G / !y♦� ::::::::::::::::::,p 0-3' TOPSOIL .':•-':•:•' '•'':':•••' " WELL 476 I ♦�i(♦♦ 3-28" BROWN SANDY LOAM 1COIVIACTED GRAVEL FILL I 1 7SP jlrE �` j ♦+i : :;::::: *♦♦ 28-73" GREY SANDY TILL 490END OF FTG. C / RAIN 75' WETLANDS BUFFER LINE LL RAD �'�'` F OWLINE @END 479.0 i 3g:: . ' ��i*♦ ` MOTTLING @ 26" - GROUNDWATER @ 55" - LEDGE @ 73" PERE TEST DATA TEST PIT No. 2 BANK RUN GRAVEL FILL - -__ __- - - - _ _ - -_ - � ''-,i�'t �`��•c�'"!!'may,......(..-�.�s�+"i.. '"�'a.,�`,-i"c..�- -- -- _ 49 TATTl €y. Pl �I , SITE LOCATION R-00 ZONE -j fit. rile'` $fix 'ik 4 SS Jam. r {' :."e ~ `a- ,...y- _ ''-'£F T,� 3"•.. to • � 1 � "�, '"*, „ kd tu .I I s - rr - & s {—.1r..,k'�^'.- r',..s'r+,e...•,.-^s .c- a("'ac. 'y - �'1 _ - -T✓ I%'t �.�•( 3, � w``"°,«r.w�s.s-•.'"+'. I.c''•..•;.,q�-�`•n.4 �h�,;ks'T � _ _ __ I sP ; , �#k�aTs. � attAei !g, ,.may SITE LO CATION MAP SCALE V = 1000' EROSION CONTROL NOTES (jtNtKAL Kt(a1UIKtMEN 15 FUR ERUSIUN GUN 1 RUL: LO Y' 9 A SCHEDULE OF OPERATIONS TO INCLUDE STARTING AND COMPLETION DATES FOR MAJOR DEVELOPMENT PHASES, SUCH AS LAND CLEARING AND GRADING, STREET, - 8 1/4" SIDEWALK, AND STORM SEWAGE INSTALLATION, ETC. MINIMUM LOT AREA SEEDING, SODDING, OR REVEGETATION PLANS AND SPECIFICATIONS FOR ALL - 12 1/8" UNPROTECTED OR UNVEGETATED AREAS SHALL BE IMPLEMENTED AS SOON AS P�V� r OvOv ?S c Mi POSSIBLE. - 17 1/4" EXCAVATIONS , FILLS AND GRADING: F� CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3:1 UNLESS STABILIZED BY - 18 1/2" A RETAINING WALL OR CRIBBING, EXCEPT AS APPROVED BY THE COMMISSION \� � UNDER SPECIAL CONDITIONS. O ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM MINIMUM REAR YARD SETBACK DAMAGING THE CUT FACE OF EXCAVATION OR THE SLOPING SURFACES OF FILLS. L CUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTY. ZONING COMPLIANCE CHAR �;, FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION O/tel OF THE SOIL. W GRADING SHALL NOT BE DONE IN SUCH A WAY SO AS TO DIVERT WATER ONTO THE PROPERTY OF ANOTHER LANDOWNER WITHOUT THE EXPRESSED CONSENT OF THAT LANDOWNER AND THE COMMISSION. 11-10 FILLS SHALL NOT ENCROACH ON THE NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS. M CTl DURING GRADING OPERATIONS, NECESSARY MEASURES FOR DUST CONTROL SHALL BE EXERCIZED. 0�t 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. Q IMPLEMENTATION PROCEDURES: WHEREVER FEASIBLE, NATURAL VEGETATION SHOULD BE RETAINED AND PROTECTED. C ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME DURING DEVELOPMENT. WHEN L ANC IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPI" TO THE SHORTEST PRACTICAL PERIOD OF TIME. WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE �T USED TO PROTECT AREAS EXPOSED DURING DEVELOPMENT. THE PERMANENT FINAL VEGETATION AND STRUCTURES SHOULD BE INSTALLED AS SOON AS PRACTICAL IN THE DEVELOPMENT. MAP REFERENCE m®n• human®' n mu®no®n' umn mannannown . • n. 1 Note AI-Caonot,be aPix-ed wI m a formal hydraulic an.lysi! demomarste• •uitabitity• The hy*=Iic analysis must confirm compliance Seth PHC Sectiou 19-13-B 103e (a) (4) Sites with no m'"ou•Ird natmlly occurring soil would nor be a candidate for hydraulic analysis since the naturally occurring Soil is sl-dy In ,■ "overlt—d" \ ocnduion (see PIIC Section 19-10-E 103. (a) (4)), 1 \ S26049'54"E `\ LC=123.59' \ R=220.00' A=125.27' \ T=64.39' \` D=32°37'31" BASIS OF SANITARY DESIGN 3� BEDROOM HOUSE - 5.1-10 Min/In PERC RATE 495 SQ. FT. OF LEACHING AREA REQUIRED USE 1 TRENCH 6' WIDE @•�CTRS @ LENGTH SHOWN 767 SQ. FT. OF LEACHING AREA PROVIDED USE MINIMUM 1000 GALLON SEPTIC TANK. HF 72 x FF 1.5 x PF 1.2 = MLSS 129.6 PRIMARY LEACHING AREA USE I ROW OF DOUBLE 12" INFILTRATORS @ 5.9 SQ. FT. OF LEACHING PER LINEAL FT. x 128'+ 2 END CAPS = 130 TOTAL LINEAL FT. = 767 TOTAL SQ. FT. OF LEACHING RESERVE LEACHING AREA MLSS DOES NOT APPLY - USE 1 ROW OF DOUBLE 12" INFILTRATORS @ 5.9 SQ. FT. OF LEACHING PER LINEAL FT. x 84 + 2 END CAPS = 86 TOTAL LINEAL FT. = 507.4TOTTAL SQ. FT. OF LEACHING AREA 40TE: HOUSE, WELL AND SEPTIC LOCATION ON LOT No. 1 WERE TAKEN FROM REFERENCED PLAN Em"aDaH ETATrvEDMrtR �` \ sj! 01-1 �\ -EFFECTNE LEACHING nREB..9 SDRAP \\ �� CFNTEq TD.caxTEHmEIKTt aonfmc• FEET �//jj'' '0ou' l■F4TM—ACCDPD 1 TO wtWFACDMER9 cnanENT ptlaiaLUnON NliauCTpNS \ / ` •CT 9T0.NE SPEcsle"Tana 011E aKTl BaplEH 9rouE DRONE INCH lCREENEb GRAVEL �,� \ "O DOUBLE 12" INFILTRATORS OMS k or P, IN` J911 V - 11 1 RM cr E. 2 M k S89°33'55"W --------- 899.14'--------------------------------------------------� O \ \ ASSESSOR MAP No. 20 - LOT No. 10 �6'D `sem mss\ I� / P-1 ��cr-MEM Del 100 �, moo\ • _ _ _ _ , Ff REVISED LOT AREA = 213,682 SQ. FT. - 4.905 ACRES L O •A �R n4:: T=36.20' D=11'59'45" SILT FENCE SEE 'SILT FENCE' AND "SIL T FENCE INSTALLATION (S)' DETAILS COMPACTED IT BACKFILL 2'-0' ROW (I MI DIRECTION BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING SEDIMENTATION CONTROL BARRIER WITH HAY BALE BARRIER u. Lrx��. .. ■-.a a .••• i �.j ::r::: �� \ it -4 i i 477x1 �' :;:• • ::•:•:•::•:•:•:•::•:•:•:•: .■ ■ . i ■ \ ■ • ■ `ry � R 11 ♦ \ A r a 1 - • 1 LEGEND I G F \ r7'� \ - I \ - 1 1 \ � \\487 7 r r �\�•�,+i \ l ' _ \ P-11 -474 ■■rrnrrr 4.• :•.•.•.•.•.•::.•..•.•.•::::: r c \ \ 1— 1\ s U BACK-, , TO BE T\ BRUSH C EXISTING CONTOURS, 1 1,5& � \ . r s.::::::::I;:I:: 485x2- -- — — 70.00 \`r/ f3Ai — TP=1oS5°15'00"ETHROUGH THIS AREA 1 1 — '� .47�xo\\ `\� ��// 480x6 36 ~ \ �♦ \\ ; — ♦ gDl \ \ ". ♦ \ \ ♦ / F. -' \ �` 486x9 „ \ \ ` ♦ 103:..•.•.•.•.,. i loo PROPOSED CONTOURS 1 1 \ 1 \ \ �, \ �\ /— t:::':: ♦ —�— I ♦. •... y \ \' \\ `\ ``� \ "-.yam- ! rii{Ii,L♦♦. \ I �` ` \` \�\n•�l ` �\ \ \ \ `'1'i:;:;:;:;:;1V86°.4'Vii'ic::�::::[�iiii:ii�ti: 492• \ \ \ `\ `��. \\ \ \ `� \� 4'84 482 / Ll:::::::::::::::::,y � \ i IO Mix.\ «♦ • ••;;:;:::;:;::::::::;I::;I::::::::::I:I:::: ® DRILL HOLES RECOVERED 69.80' 1 ' `� ` ` \ `` I / J, '� '�'�, 4�0 2 `\ 624.81 A \ S1040'24"E \`�` `` \ \`. �` ` \\ `�\ \ `485x6 I f i ♦♦..•..•.t ? ::�.:.:.ii ° „ 4X 476 ` \ 1 '� 480 13..... 1 \ `�� \ \` SaL4 \ 1 \ 1 t 1 I '. N86 53 27 E 4 6 • ` \ \ ` Sb2 1 1 I 1 / ::::� 8 484 ♦ : :::...:I::::::.::::::; O IRON PINS TO BE SET dl �oax� 484 36.94' 1 I 1 I , I: '�•; , 1 --- •:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:• •:• POLE # CP 7747 ( t / 37::':I'":;:;d�i4C3::::':; `\ ` ` .♦::::::::::::::::: X00 500' 1I' :::::::::::{::::: 482 .. ... /a, Oso DEEP TEST PIT DATA • -O- POWER UTILITY POLES 1 i,.x. nEc. \ 5 A I ♦•:.:.:.:.:.:::::::::::::::::::::::::::::';' — 1 �` 75 �+`'` ``` I:.;:;::: .476 478 l l! I ♦♦�i I 4► TEST PIT No. I ♦i 490 480 478 ♦♦ .I::;:;::::•:•:::.♦�474 r .........::.:::::::::. '10, 10 EDGE OF WETLANDS 1 1 EXISTT?1G / !y♦� ::::::::::::::::::,p 0-3' TOPSOIL .':•-':•:•' '•'':':•••' " WELL 476 I ♦�i(♦♦ 3-28" BROWN SANDY LOAM 1COIVIACTED GRAVEL FILL I 1 7SP jlrE �` j ♦+i : :;::::: *♦♦ 28-73" GREY SANDY TILL 490END OF FTG. C / RAIN 75' WETLANDS BUFFER LINE LL RAD �'�'` F OWLINE @END 479.0 i 3g:: . ' ��i*♦ ` MOTTLING @ 26" - GROUNDWATER @ 55" - LEDGE @ 73" PERE TEST DATA TEST PIT No. 2 BANK RUN GRAVEL FILL - -__ __- - - - _ _ - -_ - � ''-,i�'t �`��•c�'"!!'may,......(..-�.�s�+"i.. '"�'a.,�`,-i"c..�- -- -- _ 49 TATTl €y. Pl �I , SITE LOCATION R-00 ZONE -j fit. rile'` $fix 'ik 4 SS Jam. r {' :."e ~ `a- ,...y- _ ''-'£F T,� 3"•.. to • � 1 � "�, '"*, „ kd tu .I I s - rr - & s {—.1r..,k'�^'.- r',..s'r+,e...•,.-^s .c- a("'ac. 'y - �'1 _ - -T✓ I%'t �.�•( 3, � w``"°,«r.w�s.s-•.'"+'. I.c''•..•;.,q�-�`•n.4 �h�,;ks'T � _ _ __ I sP ; , �#k�aTs. � attAei !g, ,.may SITE LO CATION MAP SCALE V = 1000' EROSION CONTROL NOTES SUBDIVISION PLAN - PROPERTY OF BRUCE D. SOSIN - FIRE STREET - MONTVILLE , CONNECTICUT - DATE 1/12/98 / SHEET No. I - SCALE V = 40'- BY CLA ENGINEERTS ZONING PERMIT PLAN - PREPARED FOR BRUCE D. SOSIN - FIRE STREET - MONTVILLE , CONNECTICUT - SCALE 1" = 20'- MAY 1992 - SHEET 1 OF 1 - BY TOTAL TECHNOLOGY 12' MIN. RIP -RAP OUTLET 474 �:: 0-2" TOPSOIL ,,t :■��._"�n:"'.v-".•e :;: t ',J E:•t '..! :•t t•t '.d,.•t ;;a,«i ��;" :::�t S� + DEEP TEST PITS LOAM \ / y:.2I PERE TEST No. 1 2-30" BROWN SANDY a" r'• a ++. I 30-70 GREY SAND ! ld','.+ : ! ,:•! • : r • : a' LLE INLAND Y TILL STAKED HAYBALE a t' :. :!' :.a':•!'�.s ; t' .rl ;�:'•:a' !' •' ! :d ,:•!''•. :d'".v� APPROVED Y THE MONTVI S / WETLANDS ♦moi TAKEN ON 8/30/07 �j s' H MOTTLING @ 28 - GROUNDWATER @ 42 - LEDGE 70" •+, j• •_ ....,.. A: :A' '.a' :•, '.E' A; •' '.r''.•; '..''r_:A' '•_ a, -'.A; '.•, '.•; :A; • !. PERE TEST COMMISSIONS ♦'• DEPTH 27 @ TEST PITNo.3.,7 •,a�i:T!�•''a +1.• t•'.,'. !•'.• \ / I. SETPOSTadBXCAVATEA.•%a' 1.6TAPLETHEWmElrESH PRESOAK@ 98.37 488 _'---w �' • • •• •'ta •, rt•+••s('.t' •sa '.i :.1•i'.t'•.+' TRENCH, 'FT PoRT DOWNSLOPE FENCRJO iO PND POST. T r O-1" TOPSOIL t - �'--:...; • • • + -'••-�a.:.,•.. "s•F,a`•,�'•,E'•,.,••A;-.�'•.. •.r'^,�,•i •.�' r+ STAKEDHAYBALE — WFE SILTFENCE BARRIER / ANGLETD FMCING ' I _ :. ' _ : _P VPBLOPEFOR , --, 1:06 - 0 1-30" BROWN SANDY LOAM •`• =' ' " •" s ' STABILI R B 30-43" GREY SANDY TILL - `•" - - ----------------------------------------------------------------------- --- - - MOTTLING GROUNDWATER 22" LED 43.1 - 1.16 9 3/4" STAKED HAYBALES CHAIRMAN DATE 1:26 - 14 1/4" TT INC @ 26 - TER @ GE @ ■ ■ ■ ■ ,L , - 1:36 - 17" TEST PIT No. 4 _ RIP -RAP INLET 1Y MINDEP H 1:46 - 18 3/4" 0-1" TOPSOIL BROWN SANDY LOAM � FL= 487.0 I.ATEACN PILTFA PA81tEC L0 THEWIRC a.BACEiiHE E.—VATEDSCOlbACF 1:56 - 201/8° 27.77" GREY SANDY TILL 4�1[) ZzZZ- + '"- PROPOSED WELLS FEN OdEXTINDTO II ETRENCH THE EXCAVATED SOR WETLANDS AS SHOWN WERE MARKED IN FIELD BY FILTER 2:06 - 21 1/4" MOTTLING 26 GROUNDWATER 19" -LEDGE 77" _ FABRIC I COMPACTED ' " - 3� OF 15 RCP PIPE 0 PROPOSED PRIMARY SEPTIC AREA BRIAN GOLEMBIEWSKI BACKFILL 2:16 - 22 3/8" @ @ @ TEST PIT No. 5 '' FL= 486.0 1 w=w_t-_1 1 u1=ue- m=rn=-_leI ui=ne PERC RATE = 8.88 MIN IN 0-2" TOPSOIL RIP -RAP OUTLET '-------1 tiy\i✓LC 2-30" BROWN SANDY LOAM PROPOSED RESERVE SEPTIC AREA 30-75" GREY SANDY TILL --------------------------------------------�---�--�'--'-�-------------�------ TYPICAL INSTALLATION PERE TEST No. 2 BRIAN GOLEMBIEWSKI - SOIL SCIENTIST sYNrI>Er1cFILTER PABRtc TAKEN ON 12/03/07 MOTTLING @ 27" - GROUNDWATER @ 31" - LEDGE @ 75" ECTION B -B RIP -RAP AREAS WETLANDS SCIENTIST DEPTH 25" TESTPrrN PIPE ND DRIVEWAY SECTION THROUGH WETLANDS 0-3 TOPSOIL A PRESOAK @ 10:01 3-30" BROWN SANDY LOAM 494x4 EXISTING SPOT GRADES 2 13 0" 30-41" GREY SAND (jtNtKAL Kt(a1UIKtMEN 15 FUR ERUSIUN GUN 1 RUL: LO Y' 9 A SCHEDULE OF OPERATIONS TO INCLUDE STARTING AND COMPLETION DATES FOR MAJOR DEVELOPMENT PHASES, SUCH AS LAND CLEARING AND GRADING, STREET, - 8 1/4" SIDEWALK, AND STORM SEWAGE INSTALLATION, ETC. MINIMUM LOT AREA SEEDING, SODDING, OR REVEGETATION PLANS AND SPECIFICATIONS FOR ALL - 12 1/8" UNPROTECTED OR UNVEGETATED AREAS SHALL BE IMPLEMENTED AS SOON AS P�V� r OvOv ?S c Mi POSSIBLE. - 17 1/4" EXCAVATIONS , FILLS AND GRADING: F� CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3:1 UNLESS STABILIZED BY - 18 1/2" A RETAINING WALL OR CRIBBING, EXCEPT AS APPROVED BY THE COMMISSION \� � UNDER SPECIAL CONDITIONS. O ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM MINIMUM REAR YARD SETBACK DAMAGING THE CUT FACE OF EXCAVATION OR THE SLOPING SURFACES OF FILLS. L CUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTY. ZONING COMPLIANCE CHAR �;, FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION O/tel OF THE SOIL. W GRADING SHALL NOT BE DONE IN SUCH A WAY SO AS TO DIVERT WATER ONTO THE PROPERTY OF ANOTHER LANDOWNER WITHOUT THE EXPRESSED CONSENT OF THAT LANDOWNER AND THE COMMISSION. FILLS SHALL NOT ENCROACH ON THE NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS. M CTl DURING GRADING OPERATIONS, NECESSARY MEASURES FOR DUST CONTROL SHALL BE EXERCIZED. 0�t 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. Q IMPLEMENTATION PROCEDURES: WHEREVER FEASIBLE, NATURAL VEGETATION SHOULD BE RETAINED AND PROTECTED. C ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME DURING DEVELOPMENT. WHEN L ANC IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPI" TO THE SHORTEST PRACTICAL PERIOD OF TIME. WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE �T USED TO PROTECT AREAS EXPOSED DURING DEVELOPMENT. THE PERMANENT FINAL VEGETATION AND STRUCTURES SHOULD BE INSTALLED AS SOON AS PRACTICAL IN THE DEVELOPMENT. MAP REFERENCE SUBDIVISION PLAN - PROPERTY OF BRUCE D. SOSIN - FIRE STREET - MONTVILLE , CONNECTICUT - DATE 1/12/98 / SHEET No. I - SCALE V = 40'- BY CLA ENGINEERTS ZONING PERMIT PLAN - PREPARED FOR BRUCE D. SOSIN - FIRE STREET - MONTVILLE , CONNECTICUT - SCALE 1" = 20'- MAY 1992 - SHEET 1 OF 1 - BY TOTAL TECHNOLOGY 12' MIN. RIP -RAP OUTLET 474 �:: 0-2" TOPSOIL ,,t :■��._"�n:"'.v-".•e :;: t ',J E:•t '..! :•t t•t '.d,.•t ;;a,«i ��;" :::�t S� + DEEP TEST PITS LOAM \ / y:.2I PERE TEST No. 1 2-30" BROWN SANDY a" r'• a ++. I 30-70 GREY SAND ! ld','.+ : ! ,:•! • : r • : a' LLE INLAND Y TILL STAKED HAYBALE a t' :. :!' :.a':•!'�.s ; t' .rl ;�:'•:a' !' •' ! :d ,:•!''•. :d'".v� APPROVED Y THE MONTVI S / WETLANDS ♦moi TAKEN ON 8/30/07 �j s' H MOTTLING @ 28 - GROUNDWATER @ 42 - LEDGE 70" •+, j• •_ ....,.. A: :A' '.a' :•, '.E' A; •' '.r''.•; '..''r_:A' '•_ a, -'.A; '.•, '.•; :A; • !. PERE TEST COMMISSIONS ♦'• DEPTH 27 @ TEST PITNo.3.,7 •,a�i:T!�•''a +1.• t•'.,'. !•'.• \ / I. SETPOSTadBXCAVATEA.•%a' 1.6TAPLETHEWmElrESH PRESOAK@ 98.37 488 _'---w �' • • •• •'ta •, rt•+••s('.t' •sa '.i :.1•i'.t'•.+' TRENCH, 'FT PoRT DOWNSLOPE FENCRJO iO PND POST. T r O-1" TOPSOIL t - �'--:...; • • • + -'••-�a.:.,•.. "s•F,a`•,�'•,E'•,.,••A;-.�'•.. •.r'^,�,•i •.�' r+ STAKEDHAYBALE — WFE SILTFENCE BARRIER / ANGLETD FMCING ' I _ :. ' _ : _P VPBLOPEFOR , --, 1:06 - 0 1-30" BROWN SANDY LOAM •`• =' ' " •" s ' STABILI R B 30-43" GREY SANDY TILL - `•" - - ----------------------------------------------------------------------- --- - - MOTTLING GROUNDWATER 22" LED 43.1 - 1.16 9 3/4" STAKED HAYBALES CHAIRMAN DATE 1:26 - 14 1/4" TT INC @ 26 - TER @ GE @ ■ ■ ■ ■ ,L , - 1:36 - 17" TEST PIT No. 4 _ RIP -RAP INLET 1Y MINDEP H 1:46 - 18 3/4" 0-1" TOPSOIL BROWN SANDY LOAM � FL= 487.0 I.ATEACN PILTFA PA81tEC L0 THEWIRC a.BACEiiHE E.—VATEDSCOlbACF 1:56 - 201/8° 27.77" GREY SANDY TILL 4�1[) ZzZZ- + '"- PROPOSED WELLS FEN OdEXTINDTO II ETRENCH THE EXCAVATED SOR WETLANDS AS SHOWN WERE MARKED IN FIELD BY FILTER 2:06 - 21 1/4" MOTTLING 26 GROUNDWATER 19" -LEDGE 77" _ FABRIC I COMPACTED ' " - 3� OF 15 RCP PIPE 0 PROPOSED PRIMARY SEPTIC AREA BRIAN GOLEMBIEWSKI BACKFILL 2:16 - 22 3/8" @ @ @ TEST PIT No. 5 '' FL= 486.0 1 w=w_t-_1 1 u1=ue- m=rn=-_leI ui=ne PERC RATE = 8.88 MIN IN 0-2" TOPSOIL RIP -RAP OUTLET '-------1 tiy\i✓LC 2-30" BROWN SANDY LOAM PROPOSED RESERVE SEPTIC AREA 30-75" GREY SANDY TILL --------------------------------------------�---�--�'--'-�-------------�------ TYPICAL INSTALLATION PERE TEST No. 2 BRIAN GOLEMBIEWSKI - SOIL SCIENTIST sYNrI>Er1cFILTER PABRtc TAKEN ON 12/03/07 MOTTLING @ 27" - GROUNDWATER @ 31" - LEDGE @ 75" ECTION B -B RIP -RAP AREAS WETLANDS SCIENTIST DEPTH 25" TESTPrrN PIPE ND DRIVEWAY SECTION THROUGH WETLANDS 0-3 TOPSOIL A PRESOAK @ 10:01 3-30" BROWN SANDY LOAM 494x4 EXISTING SPOT GRADES 2 13 0" 30-41" GREY SAND averse roc: FILTER FABRIC \ CONSTRUCTION ENTRANCE PAD REFERENCE NOTE THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "ZONING LOCATION SURVEY". THE BOUNDARY DETERMINATION CATEGORY IS "DEPENDENT RESURVEY". THE HORIZONTAL ACCURACY CONFORMS TO "A-2" STANDARDS. OTTLING @ 35 - NO WATER OR LEDGE TEST PIT No. 11 0-1" TOPSOIL 1-27" BROWN SANDY LOAM 27-50" GREY SAND MOTTLING @ 27" - WATER @ 47" - LEDGE @ 50" TEST PITS 10 & 11 TAKEN ON 11/29/07 AND WITNESSED BY THE UNCAS HEALTH DISTRICT RECORD OWNER JEREMIAH KAPLAN 40 PINE STREET - WATERFORD , CONN. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLYCORRECT AS NOTED HEREON." c4L 1 5776 CHARLES R. DUTCH, L.S. LICENSE NUMBFR PLAN SHOWING REDISTRIBUTION OF LAND '' PREPARED FOR P //,,�� AT E02 WY, I 635 FIRE STREET - MONTVILLE , CONNECTICUT SCALE 1" = 40' - SEPTEMBER 11, 2007 REVISED DECEMBER 11 , 2007 40' 0 40' 80' x+,r�A'<`n''�' 'Ih' V FLS%�• P.` e i 1 ": 1"iic t ye DUTCH & ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS 392 SOUTH MAIN STREET, COLCHESTER, CONN. PHONE: 537-3465 JOB No. 06-187 LO Y' 9 MOTTLING @ 22" - GROUNDWATER @ 19" - LEDGE @ 41-58" 2:23 - 8 1/4" PROVIDED MINIMUM LOT AREA 2:33 - 12 1/8" SOILS TESTING TAKEN ON 10/12/06 AND WITNESSED BY P�V� r OvOv ?S c Mi 2:53 - 17 1/4" THE UNCAS HEALTH DISTRICT ( PITS 1,2,3,4,5 & 6 ) �oOvOoOo MrA!4`. '40 O OoOvOo ORr q0 3:03 - 18 1/2" TEST PIT No. 10 \� � 3:13 - 19 3/4" 04" TOPSOIL MINIMUM REAR YARD SETBACK a^ MINIMUM dOvpE �o�� p �OQOo `9 3:23 - 21" 4-35" BROWN SANDY LOAM 35-80" GREY SANDY TILL ZONING COMPLIANCE CHAR �;, 35' CT DOT 2" O PERC RATE = 8.0 MIN / IN M1, averse roc: FILTER FABRIC \ CONSTRUCTION ENTRANCE PAD REFERENCE NOTE THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "ZONING LOCATION SURVEY". THE BOUNDARY DETERMINATION CATEGORY IS "DEPENDENT RESURVEY". THE HORIZONTAL ACCURACY CONFORMS TO "A-2" STANDARDS. OTTLING @ 35 - NO WATER OR LEDGE TEST PIT No. 11 0-1" TOPSOIL 1-27" BROWN SANDY LOAM 27-50" GREY SAND MOTTLING @ 27" - WATER @ 47" - LEDGE @ 50" TEST PITS 10 & 11 TAKEN ON 11/29/07 AND WITNESSED BY THE UNCAS HEALTH DISTRICT RECORD OWNER JEREMIAH KAPLAN 40 PINE STREET - WATERFORD , CONN. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLYCORRECT AS NOTED HEREON." c4L 1 5776 CHARLES R. DUTCH, L.S. LICENSE NUMBFR PLAN SHOWING REDISTRIBUTION OF LAND '' PREPARED FOR P //,,�� AT E02 WY, I 635 FIRE STREET - MONTVILLE , CONNECTICUT SCALE 1" = 40' - SEPTEMBER 11, 2007 REVISED DECEMBER 11 , 2007 40' 0 40' 80' x+,r�A'<`n''�' 'Ih' V FLS%�• P.` e i 1 ": 1"iic t ye DUTCH & ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS 392 SOUTH MAIN STREET, COLCHESTER, CONN. PHONE: 537-3465 JOB No. 06-187 LO Y' 9 LOT 10 REQUIRED PRON'I ED PROVIDED MINIMUM LOT AREA 120,000 SQ. FT. 124,880 -;Q. FT. 213,682 SQ. FT. MINIMUM LOT FRONTAGE 200.00' 202.,,3' 278.22' MINIMUM FRONT YARD SETBACK 60' 236'+/- VACANT LOT MINIMUM SIDE YARD SETBACK 25' 32' LT +/- - 99' RT +/- VACANT LOT MINIMUM REAR YARD SETBACK 60' 450'-i-1- VACANT LOT MAXIMUM BUILDING HEIGHT 35' 32'+/- VACANT LOT averse roc: FILTER FABRIC \ CONSTRUCTION ENTRANCE PAD REFERENCE NOTE THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "ZONING LOCATION SURVEY". THE BOUNDARY DETERMINATION CATEGORY IS "DEPENDENT RESURVEY". THE HORIZONTAL ACCURACY CONFORMS TO "A-2" STANDARDS. OTTLING @ 35 - NO WATER OR LEDGE TEST PIT No. 11 0-1" TOPSOIL 1-27" BROWN SANDY LOAM 27-50" GREY SAND MOTTLING @ 27" - WATER @ 47" - LEDGE @ 50" TEST PITS 10 & 11 TAKEN ON 11/29/07 AND WITNESSED BY THE UNCAS HEALTH DISTRICT RECORD OWNER JEREMIAH KAPLAN 40 PINE STREET - WATERFORD , CONN. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLYCORRECT AS NOTED HEREON." c4L 1 5776 CHARLES R. DUTCH, L.S. LICENSE NUMBFR PLAN SHOWING REDISTRIBUTION OF LAND '' PREPARED FOR P //,,�� AT E02 WY, I 635 FIRE STREET - MONTVILLE , CONNECTICUT SCALE 1" = 40' - SEPTEMBER 11, 2007 REVISED DECEMBER 11 , 2007 40' 0 40' 80' x+,r�A'<`n''�' 'Ih' V FLS%�• P.` e i 1 ": 1"iic t ye DUTCH & ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS 392 SOUTH MAIN STREET, COLCHESTER, CONN. PHONE: 537-3465 JOB No. 06-187 DEEP TEST PIT AND PERCOLATION TEST RESULTS PITS WITNESSED BY RAY ANDREWS OF THL UNCAS HEALTH DISTRICT ON 5 -?4-91 TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE SAND, TRACE: OF GRAVEL LEDGE AT 72", NO GROUNDWATER, NO MOTTLING TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE SAND, TRACE OF GRAVEL LEDGE AT 57", NO GROUNDWATER, NO MOTTLING TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE SAND, TRACE OF GRAVEL LEDGE AT 76". NO GROUNDWATER. NO MOTTLING TP 4A. 0" - 8" TOPSOIL 8" - 36" LIGHT BROWN FINE SANDY LOAM 36" - 102" TAN MEDIUM -FINE SAND, TRACE OF GRAVEL NO LEDGE, GROUNDWATER AT 84", NO MOTTLING TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE SAND, TRACE OF GRAVEL LEDGE AT 78", NO GROUNDWATER, NO MOTTLING TP 6A 0" - 8" TOPSOIL 8" - 30" LIGHT BROWN FINE SANDY LOAM 30" - 100" TAN MEDIUM -FINE SAND, TRACE OF GRAVEL_ NO LEDGE, GROUNDWATER AT 84", MOTTLING AT 60" TOPSOIL LIGHT BROWN' FINE SANDY LOAM TAI: MEDIUM -FINE SAND, TRACE OF GRAVEL LEDGE AT 66", NO GROUNDWATER, NO MOTTLING TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE SAND, TRACE OF GRAVEL LEDGE AT 53", NO GROUNDWATER, NO MOTTLING TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE: SAND, TRACE OF GRAVia, LEDGE AT 68". NO C:ROUNDWATF.R, NO MOTTIANC TOPSOIL LIGHT BROWN FINE SANDY LOAM TAN MEDIUM -FINE SAND, TRACE OF GRAVEL. LEDGE AT 66", NO GROUNDWATER. NO MOTTLING j F-1/, U PERCOLATION RATE AT 30" DEPTH - 6.0 MINUTES,,, NCH P -2A. PERCOLATION RATE AT 26" DEPTH - 8.0 MINUTES/INCH i P -3A - O ,A ION RATE AT 52" PLRC I T � .P ._.0 DEPTH ES INCH MINUTE / 0 a TRENCHES 16 ON CENTER �i e [ APPROVED BACKFILL- .. f. -2" SILICA SAND 18" MINIMUM TO GROUNDWATER OR MOTTLING ----- P ROVED OTTLING-- ,PPROVED FILL �AS REQUIRED) r-LDAM AND SEED -GRADE TO PREVENT PONDING = 4 P RFORATED PV PIPE HOLES DOWN FILTER FABRIC - CUSPATED PLASTIC MESH SHEET ELJEN IN -DRAIN UNIT (6" HIGH,48" WIDE, 18" LONG) 48MINIMUM TO LEDGE cI I_LI ILI nn A 11KI t-Mf'%CC CCf%"rinKl - sodq DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT SCALE EXACTLY. ALL DIMENSIONS'SHOVN OVERRULE SCALING. IF THERE ARE ANY DISCRPANCIES, CONTACT ENGINEER. SANITARY DESIGN CRITERIA PROPOSED 3 BEDROOM HOUSE DESIGN PERCOLATION RATE - 6-10 MINUTES/INCH LEACHING AREA REQUIRED - 495 SF EFFECTIVE DESIGN: 1,000 GALLON SEPTIC TANK WITH 2 ROWS TOTALING 93 LF (64.5 LF AND 28.5 LF) OF 6" HIGH, 48" WIDE, 18" LONG ELJEN IN - DRAIN LEACHING UNITS BY SERIAL DISTRIBUTION. LEACHING AREA PROVIDED: 93 LF x 5.4 SF/LF - 502.2 SF EFFECTIVE 100% RESERVE AREA PROVIDED 1,000 GALLON 9 SEPTIC TANK PROPOSED ELJENINV 88.75 IN / IN -DRAIN UNITS INV 88.50 OUT SA_T� (6" X 48" SAND FILLED)- I BOTTOM OF UNITS ELEV 87.50/' G / / 0 2 SOLID �o TP- 3A _ TP 8A pj7C 5 - 90 TP- 10A 4 \SOLID PVC 28' 5, - �%s• ;� � ,,,-'�,,�'� - _ Q / TP - IA 1 ' 89 D -BOX *\ I +P-zA INV 88.25 IN I 1 INV 88.25_ OUT - `\ \ \� 100% 1 1 +P -3A �� -_-- \ --' �\ \� RESERVE ` B AREA �-- P SA SED_ IMENT FENCE TP 2A lo 10 46'-15' HDPE , INV ----PROPOSED 68.01. �o MODIFIED RIP RAP_- / 'GRANITE 'END #8 �� j CULI'ERT BOTTOM ELEV 68.7 _ f APPROXIMATE PROPERTY LINE -x, '16 qAM'/ TREE LINE r ' . BITITMINOUS LEAACOFF3 1 49. 0 .M / GRANITE HEADWALL --1 CULVERT BOTTOM ELEV 68.8 STONE CUL i'ERT WOOD POSTS (1.5' WIDE X 1'f HIGFI) I CP# J� W,= NCH NCHOR , PROPOSED WETLAND AREA TO BE FILLED 20 10 0 20 40 60 sl3lati�a I - GRAPHIC SCALE IN FEET (CHECK.3F.F'ORE USING) LEDGE OUTCROP (TYP) q3 10 /' PROPOSED -/y // CLEARING ' ,'' , '6 LIMIT/// 65 #2 l P� ,V#4' SEDIMENT FENCE lv�e N OT E -S I. BOUNDARY TAKEN FROM PIAN TITLED "BOUNDARY PLAT: SHOWING SOUTHERLY PORTION Ol' LAND OF FREDERICK P. TANNER JR. FIRE STREET MONTVILLE, CONNECTICUT SEPT. 3, 1987 SCALE: I"-50' REVISED 3/29/90" PREPARED BY KING & MULLEN LAND SURVEYORS. 2. ELEVATIONS BASED ON ASSUMED DATUM. 3. WETLANDS LIMIT DELINEATED BY ENVIRO-TECH CONSULTANTS, CERTIFIED SOIL. SCIENTISTS. 4. FOR EXACT HOUSF. DIMENSIONS, SEE BUILDING PLANS. 5. SITE IS LOCATED IN A R-120 ZONE. 6. BUILDING SETBACK REQUIREMENTS ARE 90' FROM ROAD CENTERLINE, 25' FROM SIDE LOT LINES AND 60' FROM REAR LOT LINE. 7. PROJECT INVOLVES THE CONSTRUCTION OF A SINGLE FAMILY HOUSE WITH ASSOCIATED WELL, SEPTIC SYSTEM AND DRIVEWAY. PROPOSED DRIVEWAY CONSTRUCTION INVOLVES THE FILLING OF 770±SF OF REGULATED INLAND WETLANDS AND THE INSTALLATION OF A CULVERT IN ORDER TO PROVIDE SAFE ACCESS TO THE LOT. 8. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE NEW SEWAGE DISPOSAL SYSTEM: A. STRIP ALI. TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN AREA OF 7 FEET SURROUNDING NEW PRIMARY ELJEN IN-DRATN LEACHING UNITS. B. PLACE AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK RUN GRAVEL) IN THE AREA OF THE PROPOSED ELJEN IN -DRAIN LEACHING UNITS WHERE REQUIRED UP TO AT LEAST THE ELEVATION OF 2" BELOW THE BOTTOM OF THE PROPOSED ELJEN IN -DRAIN UNITS (ELEV 87.33). C. SUITABLE FILL MUST HAVE A PERCOLATION RATE OF 10.0 MINUTES/INCH OR FASTER TO BE ACCEPTABLE AFTER PLACEMENT AND COMPACTION. IF FILL IS UNACCEPTABLE, IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL. D. INSTALL SYSTEM PER PLAN. SCARIFY SOIL WITH AN AERATOR -TYPE ROLLER OR SHOVEL. PLACE A 2" MEDIUM SILICA SAND LAYER AT BOTTOM OF TRENCH. POSITIONELJEN IN -DRAIN UNITS IN TRENCH WITH ROW OF HOLES IN THE UP POSITION. BACKFILL WITH SAND, FILL SPACE BETWEEN ELEMENTS, COMPACT SAND LIGHTLY. REPEAT UNTIL SAND IS COMPACTED TO THE DOUBLE RW OF HOLES. REMOVE VISIBLE PLASTIC SPACERS. PLACE A CUSPATE MESH CORE OVER TOP OF THE UNITS. INSTALL 4" DIAMETER. 2000 PSI, SAND BEARING PERFORATED PIPE WITH HOLES DOWN AT CENTER LINE OVER THE ENTIRE LENGTH. INSTALL PLUG AT THE END OF THE PIPES. INSTALL CLAMPS PROVIDED WITH UNITS OVER PIPE (1 CLAMP PER UNIT) AND PRESS INTO ELJEN IN -DRAIN TO PREVENT MOVEMENT OF' PIPE DURING BACKFILLING. COVER COMPLETELY WITH GEOTECHNICAL FILTER FABRIC. E. CAREFULLY BACKFILL WITH 12" MINIMUM OF APPROVED MATERIAL, DO NOT BACKFILL WITH LARGE ROCKS. INSTALL FIRST LOAD OF BACKFILL OVER COVERED PIPE. SECOND AND THIRD LOADS OF BACY.FILL ARE TO BE PLACED ON F.TTHER SIDE OF FIRST LOAD. REPEAT UNTIL ENTIRE TRENCH 1S BACKFILLED. GRADE TO PREVENT PONDING AND SEED WITH CRASS TO STABILIZE. THE FINAL GRADE 15 FEET FROM THE ELJEN IN -DRAIN LEACHING UNITS SHALL BE AT LEAST THE SAME: ELEVATION AS TOP OF THE F.1 -TEN IN -DRAIN LEACHING UNITS. F. THE BLASTING OF LF,DGF. IS STRICTLY PROHIBITED IN AREA OF THE NEV SEPTIC SYSTEM. Ld F- d C' PROPERTY OWNER AND APPLICANT: BRUCE D. SOSIN A AFF!;T: TOTAL TECHNOLOGY, INC. PROPF:RT1 IS IDENTIFIED OP; ASSFSSOR'S MAP *20, LOT X10. Z Z - { I a o { AREA - 11 1 A.CRFS. i i I CL N F r '1'1P e*" t cr•arc-* T.'T r e;c c w, ;X i '� i R '(, 'i - -T• Tt i, i' 1 n r.}- it iF T TC' �'_.c_{- 1 _ i... - . 1,7 fQC7 1'ME..:•1 S;; 4. BF PROH: F' , F i u ci; .. it i 1 A ' Fi k F1. -L..t• l"r'P. 7.iF, i N( LJ O 1489 TOTAL TECHNOLOGY I These drawings are the property of the Engineer and have been specWlcally prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other / purpose, project, location or owner without the express written consent of the Engineer. LEGEND -- -89--- 90 ��--- U co LU 3 Z L3 0 C/] ` � � l- ~ ® Ivo ® W azo BSMT BASEMENT J Z t -- _J _J ® J � CIP V, �3: ® q Ln z ® DISTRIBUTION BOX ,Qi ELEV ELEVATION FF W ti N HDPF. A z 14 5 Itdi! INVERT U F. THE BLASTING OF LF,DGF. IS STRICTLY PROHIBITED IN AREA OF THE NEV SEPTIC SYSTEM. Ld F- d C' PROPERTY OWNER AND APPLICANT: BRUCE D. SOSIN A AFF!;T: TOTAL TECHNOLOGY, INC. PROPF:RT1 IS IDENTIFIED OP; ASSFSSOR'S MAP *20, LOT X10. Z Z - { I a o { AREA - 11 1 A.CRFS. i i I CL N F r '1'1P e*" t cr•arc-* T.'T r e;c c w, ;X i '� i R '(, 'i - -T• Tt i, i' 1 n r.}- it iF T TC' �'_.c_{- 1 _ i... - . 1,7 fQC7 1'ME..:•1 S;; 4. BF PROH: F' , F i u ci; .. it i 1 A ' Fi k F1. -L..t• l"r'P. 7.iF, i N( LJ O 1489 TOTAL TECHNOLOGY I These drawings are the property of the Engineer and have been specWlcally prepared for the owner of this project, at this site, and are not to be duplicated or used in part or whole for any other / purpose, project, location or owner without the express written consent of the Engineer. LEGEND -- -89--- 90 ��--- AND ABBREVIATIONS CONTOUR PROPOSED CONTOUR WETLAND FLAG J U � II '� 3 Z L3 0 C/] ` � � W E- d N rn '�' W 0 BSMT BASEMENT CIP CAST IRON PIPE D -BOX DISTRIBUTION BOX ELEV ELEVATION FF FINISHED FLOOR HDPF. HEAVY DUTY POLYETHYLENE PIPE z 14 5 Itdi! INVERT W U F MIN MINIMLiM� W rQ). O v1 E- W Z 0/1.1 OVERHEAD WIRE -}- P- l A PF.RCOL?TION TEST LOCATION f; W 0" O PVC POLYVINYL CHLORIDE PIPE err 111�� fl. V Cz•. .-7 S SLOPE V 5 z SAN SANITARY 0 1•P #]A TEST PIT LOCATION O Y N TYP TYPICAL W/ WITH THIS MAP IS COMPILED FROM OTHER MAPS, DEED DIMENSIONS AND OTHER SOURCES OF INFORMATION, NOT TO BE CONSTRUED AS AN ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES AS A MORE AST;° :[URATE SURVEY MAY DISCLOSE. ❑F J°B NO. 89-2-94.1 SEE 'PLACEMENT k CONSTRUCTION OF HAY BALE BARRIER BACKFILL 1 HYDRAULIC FACT OR (IM �P ►HYDRAULMORADIENT Y.OF SLOPE) ► 20 - LOT No. 10 L LOT 10 T A 1 O F N MINIMUM LOT AREA ✓ j1 O D E A R 1 MINIMUM LOT FRONTAGE 200.00' i ✓ MINIMUM FRONT YARD SETBACK 60' P T N T �1� R ttl T II C N ► H T C 60' I H VACANT LOT V B 35' E s VACANT LOT MEANS OF BRIDGES AND CULVERTS OR OTHER METHODS AS APPROVED BY THE BASIS OF SANITARY DESIGN _3 BEDROOM HOUSE - 5.1-10 Min/In PERC RATE 495 SQ. FT. OF LEACHING AREA REQUIRED USE _ I TRENCH 6' WIDE @ �CTRS @ LENGTH SHOWN 495.6 SQ. FT. OF LEACHING AREA PROVIDED USE MINIMUM 1000 GALLON SEPTIC TANK. - HF 28 x FF 1.5 x PF 1.2 = MLSS 50.4 I' deme,euRt uRahilit , Th, h)*wHe anal Sis Note dl. Cannot be i roved uPHC a Fmmal h drau Ic anal ns n s i! PP Y Y Y ) Y i mug With M. m tcdnatural� " 'n aDil USE 1 ROW OF DOUBLE 12 INFILTRATORS a 5.9 . FT. OF LEACHING Would.., t. Sudidw.withd Sulk s el 19-13-131iLh. (a)(4).Sii,sdlg -i rm-a n yacemg TORS SQ would nor be a candidate far hydraulic analysis since the nelumlly occ an+g eod is already >n an "overflowed•' euedilinn(See PHC geetlon l9-13B193e (a>(4)), PER L114EAL FT, x 84 LINEAL FT. = 495.6 TOTAL SQ. FT. OF LEACHING ► 1 ----------------------- ► 1 \ \ S26049'54"E =123.59\ r__________________________________________________________________________________________-______________________________________________ \ LR=220.00' !NOTE: HOUSE, "HELL AND SEPTIC LOCATION ON LOT No. 10 A=125.27' \ T=64.39' WERE TAKEN FROM REFERENCED PLAN \ D=32'37'31" ------------------------------------------ EN EItALNOTES 1. APPROXIMATELY 1500 SQ. FT. OF WETLANDS AREA TO BE DISTURBED. 2. APPROXIMATELY 80 YARDS OF MATERIAL FOR DRIVEWAY CONSTRUCTION TO BE DEPOSITED IN WETLANDS AREA. 3. AREA FOR PROPOSED DRIVEWAY IS ALREADY CLEARED, MIMTMAL ADDITIONAL CLEARING WILL BE NECESSARY. 4. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. - - — - - — - - S89033'55"W 899.14' ---------_--- ASSESSOR MAP No. 20 - LOT No. 10 LOT n LOT 10 UNDER SPECIAL CONDITIONS. REQUIRED PROVIDED PROVIDED MINIMUM LOT AREA 120,000 SQ. FT. 124,880 SQ. FT. 213,682 SQ. FT. MINIMUM LOT FRONTAGE 200.00' 202.43' 278.22' MINIMUM FRONT YARD SETBACK 60' 236'-f/- VACANT LOT MINIMUM SIDE YARD SETBACK 25' 32' LT +/- - 99' RT +/- IIIIIIIIIIIIN MINIMUM REAR YARD SETBACK 60' 450'-f-/- VACANT LOT MAXIMUM BUILDING HEIGHT 35' 32'+,- VACANT LOT MEANS OF BRIDGES AND CULVERTS OR OTHER METHODS AS APPROVED BY THE COMMISSION. IMPLEMENTATION PROCEDURES: . 1 , WHEREVER FEASIBLE, NATURAL VEGETATION SHOULD BE RETAINED AND PROTECTED. MENNOWN ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY (� ONE TIME DURING DEVELOPMENT. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME. WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE USED TO PROTECT AREAS EXPOSED DURING DEVELOPMENT. 0; an AS SOON AS PRACTICAL IN THE DEVELOPMENT. =ENRON MAP REFERENCE SUBDIVISION PLAN - PROPERTY OF BRUCE D. SOSIN - FIRE STREET - MONTVILLE , CONNECTICUT - DATE 1/12/98 / SHEET No. I - SCALE 1" = 40'- BY CLA ENGINEERTS ZONING PERMIT - PLAN P R L PREPARED FOR BRUCE D. ROSIN -FIRE STREET -MONTV ILLS CONNECTICUT - SCALE 1" = 20'- AMY 1992 - SHEET 1 OF 1 - BY TOTAL TECHNOLOGY MENERNINIMIN MMURNMEMINIMIN MR no wn BASIS OF SANITARY DESIGN _3 BEDROOM HOUSE - 5.1-10 Min/In PERC RATE 495 SQ. FT. OF LEACHING AREA REQUIRED USE _ I TRENCH 6' WIDE @ �CTRS @ LENGTH SHOWN 495.6 SQ. FT. OF LEACHING AREA PROVIDED USE MINIMUM 1000 GALLON SEPTIC TANK. - HF 28 x FF 1.5 x PF 1.2 = MLSS 50.4 I' deme,euRt uRahilit , Th, h)*wHe anal Sis Note dl. Cannot be i roved uPHC a Fmmal h drau Ic anal ns n s i! PP Y Y Y ) Y i mug With M. m tcdnatural� " 'n aDil USE 1 ROW OF DOUBLE 12 INFILTRATORS a 5.9 . FT. OF LEACHING Would.., t. Sudidw.withd Sulk s el 19-13-131iLh. (a)(4).Sii,sdlg -i rm-a n yacemg TORS SQ would nor be a candidate far hydraulic analysis since the nelumlly occ an+g eod is already >n an "overflowed•' euedilinn(See PHC geetlon l9-13B193e (a>(4)), PER L114EAL FT, x 84 LINEAL FT. = 495.6 TOTAL SQ. FT. OF LEACHING ► 1 ----------------------- ► 1 \ \ S26049'54"E =123.59\ r__________________________________________________________________________________________-______________________________________________ \ LR=220.00' !NOTE: HOUSE, "HELL AND SEPTIC LOCATION ON LOT No. 10 A=125.27' \ T=64.39' WERE TAKEN FROM REFERENCED PLAN \ D=32'37'31" ------------------------------------------ EN EItALNOTES 1. APPROXIMATELY 1500 SQ. FT. OF WETLANDS AREA TO BE DISTURBED. 2. APPROXIMATELY 80 YARDS OF MATERIAL FOR DRIVEWAY CONSTRUCTION TO BE DEPOSITED IN WETLANDS AREA. 3. AREA FOR PROPOSED DRIVEWAY IS ALREADY CLEARED, MIMTMAL ADDITIONAL CLEARING WILL BE NECESSARY. 4. EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. - - — - - — - - S89033'55"W 899.14' ---------_--- ASSESSOR MAP No. 20 - LOT No. 10 LOT n LOT 10 UNDER SPECIAL CONDITIONS. REQUIRED A�?o\9O / co2.�\ r •2j' ' sip so\ REVISED LOT AREA = 213,682 SQ. FT. - 4.905 ACRES \\ s o T=3 6.20 D=11 059'45" SILT FENCE SEE 'SILT FENCE' AND SILT FENCE INSTALLATION (S)' DETAILS 2'-0' 10 FLOW MIN DIRECTION I BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING SEDIMENTATION CONTROL BARRIER WITH HAY BALE BARRIER LEGEND - I T ♦.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: ..:.:.:.:.:.:.:.:.:.:.:.:.;.:. .�... . I.P. TO BE \ , i SET i i \ . 1 1 — — ' BRUSH TO BE CUT BACK 1 \ ♦ ::• •:;:.:;:•::• • d' -- — 70.00 . ;:•:;:•:•:•:::::::::::::::::::::::::::::::::::::::::::::::::::::::: EXISTING CONTOURS _ , , 11 ` `.,� � `� \ � , ,� r �s.:::::.:...:::.::.. � � .. `. � �-` � �. � :�=� -- — -- --- o I rl e ♦ '� 1� AREA -----n � , 1 � \ i � :i �� ` - ` SS 15 00 E ♦+. `i i'• i i i iasi:i:::i:i:i: THROUGH THIS , / — ► \ \ `. \ \ . .. , , \ • , 3U:4ta .:.:.•.• \�; �, ='r-- '`� . . `. ` ' To:3:.80:::::.:.:.:.:::.:.::•.•.; .. . • , 1 1 \ \ ♦ \ \ / .::f:;:•: --fir--- ` 1 `� \ ♦ . Too PROPOSED CONTOURS \ , \;;;:►. —�— . ' \ .... 492• `\� . \ \` \} ' •9!:::;:::':;♦ \' `�` \ \'1 `� `� ` `. •.: ::::::::::: tiiiiiiiii'iciii'i. 484 482 624.81 \ \ . \ ® DRILL HOLES RECOVERED69.80' .. r \ 46 7 , 480 \ 1 r ! 1 \ o \ 4 24 \ � 1 ► ♦ � `. 53 27 S1 0 E Sb4 \ \ 1 , N86 484 � \ `�•\ ` \ `. ► , � ��•�:•• 486 ♦ 1 \\\ ` �\ \ `\ '.� \ A2 1 \ \ 1 1, 1�I , i r ::'-:a \ �` 484` ` •�`'`'`'''`'`'L'`'`'`'`'''''''`'`'`'`'`'`'`'`'`'`'`'` O IRON PINS TO BE SET dl I .........:....,_ _ _•;:::;:::::::::::::::::::::;:::;:;:::;:;:;::::::::::: POLE#CP 7747 \ ` 5001 1 I 1 r :::::•::i::`:`:::;: 400 ` •.....• •.•.•.•.•.•.' •.•.•.•.• •.•.•.•.•.•. \ . , � r '''•�t::.:::.:.:::. � . 482 ••;.•.•.•.•:•.•.•.•.•.•.•:•.•.•.•.•:•.•.•.•.•.•. II \:::;.;.:;.;a -O- POWER UTILITY POLES �.H. REG. 500 I r d76 478 _ r J ♦.; .I :.:.:...:.:.:::::..♦ 474 I � IC •.:.:::::::::::;::::::::::: ' 10 EDGE OF WETLANDS j 1 490 Y�� 480 478 d , ��►ir♦.4♦� ` *OI.>3AC I'ED GRAVEL FILL Jy 476 DEEP TEST PIT DATA 75' WETLANDS BUFFER LINE �G END OF FTG. DRAIN ��•. 49O \ / ;-e�FLOWLTNB �' iRIP RAP OUE D - 479.0 +/- 414q�♦ TEST PIT No. 1 0-3" TOPSOIL DEEP TEST PITS ♦♦;:;::::::::; 1 3-28" BRWON SANDY LOAM APPROVED BY THE MONTVILLE DLANDS / WETLANDS •: :;:; r \ 28-73" GREY SANDY TILL PERC TEST COMMISSION •.'::: PERC TEST DA _C A 1. SET Men --P. S, me ). 6TAPLE THE PVmE a1ESH MOTTLING @ 26" - GROUNDWATER @ 55" - LEDGE @ 73" TRENCVL SET POST DOWNSLOPE PEWM TO FND POST TAKEN ON 8/30/07 TEST PIT No. 2 —�— SILTFENCE BARRIER A"OLEr9 ENCMp-y' DEPTH 27" 0-2" TOPSOIL f 3TAEILITY 6 g I PRESOAK @ 98:37 2-30" BROWN SANDY LOAM -------------------------------------------------------------------------------- ■ ■ ■ ■ STAKED HAYBALES CHAIRMAN DATE "' °=PI= " -_ m eI V lOPE OR ,1 GREY SANDY TILL = 1:06 - 0" 30 70' MOTTLING @ 28" - GROUNDWATER @ 42" - LEDGE @ 70" la' MIN DEPTH ® PROPOSED WELLS 1:16 _ 9 3/4" TEST PIT No. 3 ). AITACN "LIER FABRIC TO tHE WIRP. . BACRfILL tHE tRENCH @ COMI'AC! P4NCD+Da E,TENOT01"ETRENCH T,a .rU ATE . 1:26 14 1/4" 0-1" TOPSOIL WETLANDS AS SHOWN WERE MAT:KED IN FIELD BY FILTER 1:36 - 17" 1-30" BROWN SANDY LOAM" 0 PROPOSED PRIMARY SEPTIC AREA BRIAN GOLEMBIEWSKI COMPACTED 1:46 - 18 3/4" 30-43 GREY SANDY TILL �l EACNfAI ,I 1:56 - 20 1/8" MOTTLING @ 26" - GROUNDWATER @ 22" - LEDGE @ 43" C , 0 111_III_I_-' I III=111- III_Ig_!=- I' III _TIL- - 21 /4" TEST PIT No. 4 = PROPOSED RESERVE SEPTIC AREA Y� c �tiC 2:06 1 2:16 - 22 3/8" 0-1" TOPSOIL ---------------------------------------------------------------------------------- TYPICAL INSTALLATION BRIAN GOLEMBIEWSKI - SO)L SCIENTIST SYNTHETIC FILTER FAB RIC 1-27" BROWN SANDY LOAM RIP -RAP AREAS WETLANDS SCIENTIS i PERC RATE = 8.88 MIN / IN 27-77" GREY SANDY TILL MOTTLING @ 26" - GROUNDWATER @ 19" - LEDGE @ 77" TEST PIT No. 5 OPD_, , _ 1, 0-2" TOPSOIL _ R 2-30" BROWN SANDY LOAM PU`31'\� 30-75" GREY SANDY TILL OHO"Oo 00, �7Y1/ y' R MOTTLINGG @ 27" - GROUNDWATER @ 31" - LEDGE @ 75" TEST PIT No. 6 �pvpv AS fs 0-3" TOPSOIL ZONING COMPLIANCE CHART CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3:1 UNLESS STABILIZED BY '.ti LOT n LOT 10 UNDER SPECIAL CONDITIONS. REQUIRED PROVIDED PROVIDED MINIMUM LOT AREA 120,000 SQ. FT. 124,880 SQ. FT. 213,682 SQ. FT. MINIMUM LOT FRONTAGE 200.00' 202.43' 278.22' MINIMUM FRONT YARD SETBACK 60' 236'-f/- VACANT LOT MINIMUM SIDE YARD SETBACK 25' 32' LT +/- - 99' RT +/- VACANT LOT MINIMUM REAR YARD SETBACK 60' 450'-f-/- VACANT LOT MAXIMUM BUILDING HEIGHT 35' 32'+,- VACANT LOT fraverse PC REQUIRED 4." MINIMUM �� d0 O O op 3-30" BROWN SANDY LOAM �po po 30-41" GREY SAND CT DOT 2" MOTTLING @ 22" - GROUNDWATER @ 19" - LEDGE @ 41-58" FILTER FABRIC SOILS TESTING TAKEN ON 10/12/06 AND WITNESSED BY CONSTRUCTION ENTRANCE PAD THE UNCAS HEALTH DISTRICT REFERENCE NOTE THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 AND THE'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "ZONING LOCATION SURVEY". THE BOUNDARY DETERMINATION CATEGORY IS "DEPENDENT RESURVEY". THE HORIZONTAL ACCURACY CONFORMS TO "A-2" STANDARDS. RECORD OWNER JEREMIAD i KAPLAN 40 PINE STREET - WATERFORD , CONN. t '�S'' trr":e t t v r - . yy r g sl err t�?t$ " r- r x + ark ��rtt,?• �r ,'� -� �si..sllx�yts �i - P. SITE OCATION R42,0 ZONE rf Ilk r,. I� �yz Ilk%a Irk. rc I1I11�''.I!'' #I t gig �1 ,1t "Pt ht a < Iii Az ps s) t bi • F - _ Ila p r:C'4.{.�.; T�=rr:,Tgql.�;?9�12.f I •>�+•' k' a s rtx lx k';F a t� TOar54 SITE LOCATION MAP SCALE I" = 1000' 7 EROSION CONTROL NOTES UtNtKAL KtL4UIKtMtN 15 t -UK tKU51UN UUN I KUL: A SCHEDULE OF OPERATIONS TO INCLUDE STARTING AND COMPLETION DATES FOR MAJOR DEVELOPMENT PHASES, SUCH AS LAND CLEARING AND GRADING, STREET, SIDEWALK, AND STORM SEWAGE INSTALLATION, ETC. SEEDING, SODDING, OR REVEGETATION PLANS AND SPECIFICATIONS FOR ALL UNPROTECTED OR UNVEGETATED AREAS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. EXCAVATIONS, FILLS AND GRADING: 12' MIN. BANK RUN GRAVEL FILL � � % g :" .• .q 1 :d•'•d �:•J ',J 'r! '•i :•! '..' r� J �•.' �•t .i ,ri a�-_ 'r. sRa�tl laYtla••tl• Yw AYitldWO•tlRal•••s•Yq tlb.wW n6N®w16 �fgfe6� f _ J" aaR� CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 3:1 UNLESS STABILIZED BY '.ti A RETAINING WALL OR CRIBBING, EXCEPT AS APPROVED BY THE COMMISSION -1, :'t ; . ; . :'J` .. :•J` •, . :•J :d :•!''.. :•J'A.. :4`".. ,:•! '., �� UNDER SPECIAL CONDITIONS. O ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM , �J,.�a_ ,' ,' : �- DAMAGING THE CUT FACE OF EXCAVATION OR THE SLOPING SURFACES OF FILLS. CUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTY. FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION •' '+'s •� i'a ':a `.� STAKED HAYBALE OF THE SOIL, l GRADING SHALL NOT BE DONE IN SUCH A WAY SO AS TO DIVERT WATER ONTO fq` 1�l THE PROPERTY OF ANOTHER LANDOWNER WITHOUT THE EXPRESSED CONSENT OF b THAT LANDOWNER AND THE COMMISSION. FILLS SHALL NOT ENCROACH ON THE NATURAL WATERCOURSES OR CONSTRUCTED CHANNELS. M Z DURING GRADING OPERATIONS, NECESSARY MEASURES FOR DUST CONTROL SHALL BE EXERCIZED. 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. IMPLEMENTATION PROCEDURES: . 1 , WHEREVER FEASIBLE, NATURAL VEGETATION SHOULD BE RETAINED AND PROTECTED. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY (� ONE TIME DURING DEVELOPMENT. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME. WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE USED TO PROTECT AREAS EXPOSED DURING DEVELOPMENT. THE PERMANENT FINAL VEGETATION AND STRUCTURES SHOULD BE INSTALLED Jj AS SOON AS PRACTICAL IN THE DEVELOPMENT. MAP REFERENCE SUBDIVISION PLAN - PROPERTY OF BRUCE D. SOSIN - FIRE STREET - MONTVILLE , CONNECTICUT - DATE 1/12/98 / SHEET No. I - SCALE 1" = 40'- BY CLA ENGINEERTS ZONING PERMIT - PLAN P R L PREPARED FOR BRUCE D. ROSIN -FIRE STREET -MONTV ILLS CONNECTICUT - SCALE 1" = 20'- AMY 1992 - SHEET 1 OF 1 - BY TOTAL TECHNOLOGY 12' MIN. BANK RUN GRAVEL FILL � � % g :" .• .q 1 :d•'•d �:•J ',J 'r! '•i :•! '..' r� J �•.' �•t .i ,ri a�-_ 'r. sRa�tl laYtla••tl• Yw AYitldWO•tlRal•••s•Yq tlb.wW n6N®w16 �fgfe6� f _ J" aaR� '.ti STAKED HAYBALE -1, :'t ; . ; . :'J` .. :•J` •, . :•J :d :•!''.. :•J'A.. :4`".. ,:•! '., �� •. 0. • --�-' �-�--•=-'� ��' ',`:•_'�" ` �,`�:' ';' , �J,.�a_ ,' ,' : �- 488 _ •' '+'s •� i'a ':a `.� STAKED HAYBALE - - z1 /� RIP -RAP INLET - J FL= 487.�"Z- -zzz 486 -_... '12' OF 15" RCP PIPE FL= 486.0 RIP -RAP OUTLET SECTION B -B PIPE AND DRIVEWAY SECTION THROUGH WETLANDS "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." 15776 CHARLES R. DUTCH, L.S. LICENSE NUMBER PLAN SHOWING REDISTRIBUTION OF LAND PREPARED FOR �.��=1 � 10;- I_1J IP �_l \lms HN.' , JJ \ P I �J \ �I 635 FIRE STREET - MONTVILLE , CONNECTICUT SCALE 1" = 40' - SEPTEMBER 11, 2007 40' 0 40' 80' 0-04 FrCONA/�''` co Na. 15776 DUTCH & ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS 392 SOUTH MAIN STREET, COLCHESTER, CONN. PHONE: 537-3465 JOB No. 06-187