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HomeMy WebLinkAboutSewer PlanN/F PEQUOT LEDGE CAMPGROUNDS LLC VOL 336 / PG 737 IRON PIPE FOUND N/F PEQUOT LEDGE CAMPGROUNDS LLC VOL 336 / PG 737 157 DOYLE ROAD .--,Z1"W N60 k 1� 56'$5 v0IQ) 00 O oc�ooooo< FILTER FABRIC POST COMPACTED \ BACKFILL /\° ANGLE 10' UP SLOPE FOR STABILITY AND SELF CLEANING -+ (2)-2"x2"X3' STAKES FILTER EACH BALE FABRIC \\\", A --- 0 0��] 0 o Q o SILT FENCE BACKED BY HAYBALE BARRIER NOT TO SCALE 1. EROSION AND SEDIMENT CONTROL PLAN 1 •) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACE'- TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM, 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE, 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NCI-IFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQU RED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. MULCHES APPLICATION RATE NOTES SEEDING DATES: PER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 STRAW/HAY 70-90 lbs, FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 Ibs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 121bs NITROGEN / TON 10% PERENNIAL RYE {w�t4�j 54 '/ J,f'r, f�`i:'�'`v' /.,-/ �..+:: ``_.,-. r -�., fes,` ff%�`° \r, �. °/`` s, / _;�_� , .... /_.� �_ , / / N U2 /` /.. `' //' �? / >/ / ' ,;_-.,�!``` . �. ,� � /, s`` /:''`,f° ....:' 1.) SUBDIVISION' PLAN PREPARED FOR BRIAN P. & BRENDA LEE MCNAMARA, 191 DOYLE ROAD, IRON PIPE FOUND /-'��' /Z ` -/ `` �' . f,: I i �' ,/ ��`,' ;` , �,,- :'' / /' ,,° ff` ` / MONTVILLE CONNECTICUT, BY CME/CPK DESIGN GROUP DATED 04/30/2003 WITH REVISIONS TO ° °.f Z/ ,f f// , / /.i /� f / / / �+ f' .- %f. _f " �_ 'r` /` f'` /'' _ i f / f t f/f" '/f /��ol,` /f x,.�`_ o /f' // /� �'+/; ,�/ 11/04/2003• f ,� / "', / /'� ;'_:� _-- ice'... 11 �. f /r , •/ '' / 2.) EASEMENT iNiAP PREPARED FOR BRIAN P. & BRENDA LEE MCNAMAR, 191 DOYLE ROAD, /' - �t E:f`'f-.�%.f. ` :/'.. ` `' ` ,'` -� �`' f// /:` MONTVILLE CONNECTICUT PROPOSED DRIVEWAY EASEMENT SCALE 1 = 80', SHEET 1 OF 1 BY ./ f/ +.."' .�, � f° ff`fr r - Ir 1 - D �1' _ � � r_ / f, _` /' \ °/ `` /f f``` fff / ,r• %/ 1 1 1 ;` O�A.� / frf,%' 111 �:' / f i,` ,/%`: ! / ✓ �1 `**� /� ,' / / 1. / / y_ 7/ f CME1CPK DESIGN GROUP DATED 11/15/2003. -/ y', /: �11�1 .. / /`- / -� S'` / ,/° f f f" / 1-�'•�.rr� 1' ,I,{ /.' ! E/ `_ f✓ /,:!- . ^, ..t �.•L��••.,ff''LL! , / % '�`' s^ �t ti f P ff /f f ,.° is 4. 43 �3. ,`' �/�,,s.� 30 WIDE DRIVEWAY EASEMENT .c' %` �,( ,/ / / /' i� / / r / .i f` `f `r / y F// I TESHOLE DATA IRON PIPE FOUND / f/f / / . ��< / /. ,ff` 11 I 1,/ f' / / / :f PER UNCAS HE,LTH DISTRICT 02 09 2004 f`+ POLE LINE RIGHT OF WAY IN FAVOR / %' -`- '` ` �' �` OF CONNECTICUT LIGHT &POWER /. ' ��'`;-' ;f'�,% „ r ,f- f/ _ l ff / T H A E" / f % %' ` -% f / f' .` r f ` °' // �� / 0 -3 TOPSOIL ��� „ " . LOT X005'` %f ' % r . // i / o \�. f'�.. 3"-84" GRAVEL 1. � / ,� `, f :. '` ` � SHAMROCK FOREST Z. : %, / ' / NO LEDGE, NO WATER, NO MOTTLING f �.'' f/ ./' AREA = 4.81 ACRES - /, ' /' .1° as �� ��I...�` p/ / TH „BN (20, 6301 SF) , w 1 ;�, ...// _: w =x. ! Ot._4„ TOPSOIL /,� ✓ / �f' / , ! �` ., / : / / 43 f ! AV L. /�. � �:- / �'`' ° 424 o�w NO LEDGE, NO WATER, NO MOTTLING 4 i TH C � / / , i � / I. ; - ; / ./ / -� 0"-6" TOPSOIL i / 43 // ;� / 6"-1 18 GRAVE!_ ` � ,. LIFTING HANDLES " " /,/9 .. \�_ i 12" OF BACKFILL 1' BROKEN STONE NO LEDGE, NO WATER NO MOTTLING IRON PIPE '/ I 11 �/ 4 f\/\\f\\/ ��/�\/�\/\\/��/ 111/1\/ TH D F, I I / 42 �, . ! �Y/N//\ /,/ //�//\//� \//\//\ /\ / 0"- 5" TOPSOIL FOUND I .` : ` ::: ` \/\ \/\ \ \/�/1 / / / / /\ /' I PROPOSED UMITS J /' �� �y / a ! / \\ \\ \ v� �\�\�\ 6\ \ �\ �, 5" 124" GRAVEL �:' /ff . OF CLEARING 9` 00 r. 4 6 /� ����P J�' / ° 11 I o NO LEDGE, NO WATER, NO MOTTLING / , __. 11 ___� / 0 : _ , -____ - - 4 -- --- // A R /. s 4 ':r.. / Q / �I� ' �R n tt V C1 I \ /' '- r w : i 4 + PERCOLATION i' `., R /::.N CN PER SUBDIVISION PLAN ` _ .... o fit- ' _ - - 110 _ -- -r� ' I I . 0 1, I f , / 30' WIDE DRIVEWAY EASEMENT ' - 42 �o Ix /� / I ( 10" I ►) ° MIN IN H E ;` bo .. I �`: 0 - 3 - _ _ f :I . _ IV- : ____ _. _ _ (n ' I 1. / f/ - _ _ - / / AIS - I o rn , 5 - - / ;.� _ -7 0 f �3 20 car 7 �` ' .. I. - I ', . / \430 430 161. �� /i i 8" 8 10 - 10" I I - ' RELOCATE OVERHEAD UTILRIES r ELEV=404.0 1ri 6" o o 15 - 12-1/2" ,: Y' _ _ -- ----- - ___ __ / �' old ..1 AS REQUIRED BY CONNECTICUT 14 1 2" 20 - 13-5f8„ CONCRETE __ - - ,i' - , UGHT dt POWER MONUMENT - 4� 4 � . . 17 FOUND ' :f' / ,Q 3 25 14 4 U fi` I,\ __ _ ?t;- --- _ 4� v' �ol� G 29" 35 - 16-3/,4„ I1.."/,/.-` - _ - - - PROPOSED - -- - - - - - -' %� _ - _. - __. F ,. 1. - _. --PROPOSED BENCHMARK HUB 45 - 18 � %�, 34 3 4" N I I / : WELL LOCA_ TION ---- - - --- - _ _ ��C, -- _ o f� / / p0 _ - - f - _ DRIVEWAY - - r �° - _ - - �P ..__ -- i �. . us a.. i / � ;= - _ - -- 1 �i _ CLp _ _ _ e �' �' 55 - 9' P�� - � _ - -- ELEVATIGN 424 61 N � - _ ,.' ._c, _ CROSS SECTION - 1 ' P { .. E E°°'° _P _. 157 �i ,_H NOT TO SCALE 60 19-1/2" ``� , 11 rn uD 1 '. of . '" 420_ __- ��� _ _ _ _. _ _ _- _ _ _ .- . _ _ - -- -� 0 / °' 11 " N F - `-11 / N, RATE = 10 MINUTES INCH - - - - ,. \ MINUTES/ INCH BRIAN DA LEE /. / _ to - ... f, °.: a ,. • ---- - v� - _---_ .,,_ - - Mc�NAMARA r 1. , a" f -, r �f , ,r D a ` / . - -- - -- -__ / / r 5 ffv N f DESIGN -11. -----. 3 STOCKPILE, ' <o f\f' ,/' - D RESIDENCE REQUIRES 4, 5 SF OF LEACHING AREA _ I �,, ., y IRON PIN :'` `'' - v� o% i� r 1 \ / :°\ , . - -- y.��-'' PROVIDE R d x4 x4 LEACHING GALLERIES .� : ) �, / 1 a FOUND f , F V �� _ ► EFFECTIVE LEACHING AREA = 515 SF �!` '�f' `f \������ / _ - 6 ��� ...--� mI.L...« - PROVIDE A 100�� GALLON 2 -COMPARTMENT TANK v* - f / - OR©0M - . �,, ; \ ; _ ' BE zsLF- - - sEPTIC �4NK / - \ ;''� , �' ' .f/ / __ / M.L.S.S. REQUIRED - N/A %� ,/'� W I 409.73 .{ASTM178S) \ .;<'L. M.L.S.S. PROVIDED 60' i,:` ```� `' �! ~ ��o I :;:.. I 4� 409:0 - TH y^ / , - USE OF THE RESERVE AREA WILL REQUIRE THE ADDITION OF A �~ :; r:. �,�- _ �, FF ELV 414,0 N f, ��•<'` I C 100 GAL. PUMF CHAMBER AND EFFLUENT PUMP. EXISTING WELL .: �,: �/ // _ -- --- - - ' \ -_-4j0 �_ /, i / ,� Z// / - - \ _ - •'81110, 1.IF / aG \ ° SULTAN 8c ANN M. ///,..,..... PREPARE AREA X PROPOSED SYSTEM AS FOULJNS /' ' �''� � -�< /' I - �,� SCREENED \\ " ,� , ;f ° KNOCKOUT INLET & 55r . / / , • PORCH - \ ° °PROPOSED UMffS DEC \AHAMED �Q / ice' - �'' Q� _ I ° ° ° OUTLET OPENINGS / -;�t S,3'8 -A3 38 ,► f "' ._.__ ,� • _ - ° ° ° OF CLEARING j 1.) -. VOL 128 / PG 8Q o •A49 E �00,/ fiE ° ° REMOVE AN STOCKPILE TOPSOIL, E' W - I �-' ! ' ,: _,:_- -` �' - ___ ��_ � -t ,;,,, - � ° ° __- 2.) EXCAVATE IDE TRENCHES AND PREPARE SURFACE. 11 // 4 ° (� // �� IRON PIPE FOUND _ .�. / ° ° ° ° TH RIBS INSIDE 3.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED 11"+-B++ LENGTH SET BOTTOM OF UNITS AT ELEVATION 404 .0, / / 11.1 1100, / / l �___ I - � I . I. 1, i i� . ::::,. - . __ ­­",�/ ° ° 00 4.) RUN PIPE _HRU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) o , ° ° ° � � + N + AND BACKFILL ''VITH i' BROKEN STONE --_.__ _. __._. - PROVIDE ..�_.,, _ , l/� �/� TONE OVER ENTIRE SYSTEM. STONE PAD ° ` 4 ° ° `STH �----�/ �r _� 5.) PLACE FILTER FABRIC ON TOP OF S �/� �,i _ 6 REPLACE TCPSOI , SEED & MULCH. O O O ° ° AIY _ O O ° /- LIMITS OF ' - - = 1 - -CONSERVATIONL , /101 - I 11 - - -_� - - __ __ EASEMENT CAST CONCRETE COVERS �gS 100 400 - �-- -- -_-- �� - -. - ^H � - - PLAN (o �- - - - _ 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, - .----.- , 11 �14 cn __..;`4 , _._ _ .r __ --- m BASE FOR LEVELS: SUBDIVISION MAP. N F _ :� - _ ___ .__ .-_ ,, __ PROVIDE ._AND MAINTAIN _ 170t IS _..___ - 4xa 12. /12 2 ) 00 PROVIDE RISERS N SILT FENCE BACKED WITH _ - - _ _ _ z / .- '" . GA. WIRE MESH 3.} PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR NORMAN COOPER -- FlNisi� GRADE AT -____ _- -_ _ HAYBALES- MAINTAIN THROUGHOUT .." - _ - - / INLET AND OUTLET LICENSED IN TI -E STATE OF CONNECTICUT. VOL 288 / PG 706 CONSTRUCTION (SEE DETAIL __ `, J - - --- --- - = 24"-=WIREMESH4•) LOT AREA =" 4.81 t ACRES _a `. / -- �o U '�3,90 4" 5.) BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION, PROVIDEIt .1. / c _- x-390 _ __ __ _ _ .._11� OUFILTLET ..- _.__ _ ___ / o �' I INLET \` � �--�''": " .� _ -, °, L PL -122 �� -- 390- --`- -�_ -__ _ -- IRON PIPEI LIQUID FF FIRST FLOOR /� - -- m_ __ ._._.__ +� FOUND V __ ____. _..._..._ - ASPHALT SEAL E __ ___ __ _- _--- �- __...- __ __. ___. __ _-- EL ELEVATION `INE - � � � � ONTINUOUS HOT J CLOSING _. _ _. - C - - --'- SUS _ __-._ 550'36 44"E � _ _..._ 206.12 ___-' ..- - - -- - _ - 4- SCHEDULE f4O r.. •. ___ _ .• - _ SF SQUARE FEET INLET BAFFLE e ____ Q • 1 - At •ONG - I CONTOURS - _. , WATER � � __ 204 t ••• � EXISTING CO OURS .-_- -� ��._..' ••• 4" I--5'-8" l --I I---3" X400 - PROPOSED CONTOURS GARDNER LAKE �•... STONE WALL ................. ................... •'•..... 4 OUTLET BAFFLE LINED W/ 1/8' PVC 60 ADEFLECTOR BUILDING SETBACK LINE ' GAS S . I ..""..���•• ••..'..'.". - PROPOSED RETAINING WALL ................................. . ................. ����-� CROSS SECTION �-_V - PROPOSED SILT FENCE QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE .1000 GALLON �' PROPOSED FENCE PROJECT MANAGER , -T. X. 2 COMPARTMENT - PROPOSED LIMITS OF CLEARING SURVEY-sj,-�''' ` SEPTIC TANK U - PROPOSED BURIED UTILITIES ENVIRONMENTAL NOT TO AL CIVIL � . Z;1'" , � 409.0 INVERT ELEVATION 20 10 0 24 STRUCTURAL TH PPA " TEST HOLE GRAPHIC SCALE IN FEET ARCHITECTURAL FILE34827 � 7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - . • UC) r I- es� ,--4 � ct ' '"I a Q - Oa cn a �� � 4i g u t4ol r+ ,rte..`, N `/+J OC) CI i , 0 0) 00 0 CV Q , � �O � � 000 V) a)x c c- Qy _+ IL 0 z._ J j 0 F - U 0- 2 .� U O Q Ne o C~.) z 0 LL_ �J�Q) U -44 � � 6 § �.s U 0 zo �> M •vi F- CL elf (a- w -0 T W 0 Ir Of.nU _j 8 th O 0 T T 51 ,T.4 _4 n a 0 Ne 0 u . ,-, 60 0 w to cr. a o Q 0 (A Q 0 U d f- D Z cn V) Q m � � � � W cn _+ I_ �_ z._ J j LJ F - U 0- 2 =o n' O Q Ne o C~.) z I LL_ �J�Q) o C) v J >_ (n Ir < - < }- Q b = U I ILLI V W W - F- CL elf (a- w [) 00 C:) z W V'} _j 8 `- 0 � Z> LL DATE: 02/1,3/2004 SCALE: 1 " = 20' n a Ne 0J u 3. w cr. a o Q 0 Q d f- D cn cn V) rn _0 m � � � � W cn _+ �_ -1+ m z z =o n' T� ZO I o N o w z Ln y � Q Q' O W z = O w z a _j o J n LL DATE: 02/1,3/2004 SCALE: 1 " = 20' n O u n w V, a o 0 Q U V)`t (!) z z > D �' a w 0 - F- w to w > a a � w-1- �d_ -j- �t <Y W < o o N 0 � � ro QD 0 o 0 o 6 1 z - N r'? d" d f- D rn _0 a � 0 W cn _+ -1+ m 0 N I =o n' T� = 0� I o N -3 u z zz y � Q' O W n' = O -J n m o o 0 v LL DATE: 02/1,3/2004 SCALE: 1 " = 20' SHEET 1 1