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HomeMy WebLinkAbout1020 Pleasant Valley Road - - GALLERY I GALLERY 2 E6.95.3 EG.94.8 U NIF 50T.94.8. BOT.94.3 TOMMI R- LAROCHE ►-a INV.95,3 INV.94.8 U N . DRIVE FG.9G.3 FG.95.8 LJEiGE D z V 0 N 2502227"E 764.98' Z to sNET: 0- - --- ... ...,.�..�_ _ �.....�. ... . ... _ �.. ... . ... .....•. ._ .._ ... ...... .. .. . ... PROPERTY LINE C> BUILDING LINE U N ! �� + - '�` w i ♦ 1 / STONE WALL I WG Q -•�) i ,r - WOOD�FILE / \�, _�! :, , ,. x x x--- WIRE FENCE j I '; �`------_ \\� `�\ �� ♦ �; °� -------- 50° --__-_ EXISTING CONTOUR Z I •• p / `l�- a5 EDGE WOODS OR CLEARING C� SRPf IC Da'3l[aK �. i 4 / 9 3 j 1 t �1 i �r s..w tt� .� .rwl Lai SILT FENCE OR HAY BALES W4 1►1 I PRIMARY ,N O.BEDROOMS :3 ✓5Y5TEM AREA REQ t RED : G75 5.F. 93.o WFEI �, / / 95x8 t 431.7 x EXISTING SPOT ELEVATION Q \\ 12•GAUZRIE5& // _ / l , ME(2)GAIIERIE5 @ 80 L.F. EACH 944 5.F'PROVIDED � '. 1 to �' / 1 � � j 97x7 PROPOSED SPOT ELEVATION W 1 �, +, t \,\ ASSESSORS M155 r '�i./Z` •5:•" - �/ '` `'ii r''`' r. r';,P' Y l A / i O - -�( f� +. ��1/ 1 V V . I _" 5 RE5TRICCIVE LAYER. 24 U 7�� '� ` �� r' / r+ `!/ga- �` 'a .. >� ® ANGLE POINT Q, WE W �••1 CV II i +� r • PAR \ i SLOPE :4.296 I I PERT. RATE: 13.3 MINJtN. ` t�,, \ ` U IRON PIN OR PIPE FOUND ��] - _ \` , AREA HP FF PF J // / ( // 9Q a sp 'i,� \ �, 9° a Q PL4 Z / F f „ SURVEYOR CONTROL POINT = 34 x I.5 x t.5 7G.5 L.F. p \ I� 143, 310. 9 S . PT. , o t� n $�YV r 5.3• � ` - •d 60 / 95 / �T� Tyco l i `� . . . . . . . . . . • 80' WETLAND REVIEW\ Q 1 m '• 5TOG'K 3 �\ 3. 3 A 1 L L. ,J .'� ' �� 'f , i `\ p O u- EXISTING OVERHEAD UTILITY .� fin 0 DRIVE I \\\ PILE ` ___ \`� I'1 Gcdr �u ce,. �,i t / / ,`' ` Q ' �a `\` ^......_..�. A (V \ � /o ��. `p' B3X EXISTING WATER LINE //` • K �. 11 a INV. %.05 > , ,,• •• I K \i8"P.c2P.1.Bg_______,. ,�•...... . ,�,.-�.....y�-�._._-..- ____ --_-��9 0- _.�-='"=' f I r �J� � . V / r I I 96 _.. __ _-_-------- N ?5022'24"E i_ OVtpPNG , I C3 ;'Q ,r ::� I / 765.84 _ _ ' x' - - _ _ IN5ULA WHERE 44" PT � Po OVER 1 r FORMFj�LOT LINE w WHERE 4 DEPTH OF OVER 15 = I ,� .� ..r ■fir ■r. \°N I 1 1 1 \ ` `,. r NOT AC VED i i C� z • o '♦ pP� / , y 1 5Ki~D .TP# t r • ! V. 240POPLAR 20"TWPLE ♦� l 1 \ J �t Sig :d tl94.0 • s POPLAR 0 , t r e \ , I [� � , ,,.., .- . . . . FP a� � ♦ JI 95x3 ,-1 tnF� �...__,_-- - LLJ • F- -v -v-vW_ar=v- -v-v-v v�--�-� "v--v w-v + INVERT PUMP t9: i\ `� ' 95x8 `_ ®� ��,`y k3 �`\` � �'��, �. • = PROPOSED WATER (� °i I w {g TANK IpN +k ouT �I . �, I ,, _T-__ cto I • 2 b Ai4 i': 9CJ.4 `i y '- _. --__-y \\`V ' wig © �L i� V Tf'# to t V I TP# IN IN�= INV.= \i INSTALL \MPORARY WETLAND 05SING (SEE DETAIL) ,� " , �'� +M'" h� ,''� W goo �,� o•b m cr; = 9 ,0 98.75 x� .� ""�' ��I INV. c`nao �, m �N C��2 4 • , o� l $, ENP 5LE y - �,-- y 90.0 r i • _ to • ► , I - PRO 5ED , 7 LF. ---�, �^ I I/ " FORLN WITH 4" SCHD4OL �VC�SL> I~VE �y y KING ANTI TRAC , 4 s� / I as.-t p ICALscup 40.r. ; _ '�, �EN / 1 •>� b N ` . • PAD {TYP ) �, AtJl PUMP / U HOU E D 51 FEVE = A9TM='D"F785 . ��.,_.. ' 120`WIDE i EXTEND SLE E \�5 FT EYONQ WETLANDS / /� ,' .- , ' I � r INV. 1 >� i moo FF m 1050 f / t .tp y I , •^ cti• ♦ ... BF 96. ,� _ 94.0 INv j I ELECTRIC I 1 , �• 1; C� �' .0 P,RQPOSED DRIVEWAY1 At • ' o ALARM NTROLS' ! ��JSULATE,PURCE M N WHERE 9 .o �\ 1 east148" DI=P1"H OF CO V R 15 NOT I UTILITY _ oPoS�o oveeR+��Ao ...�:. ••-• ��»�;, ° ...� ` `, � -� , /' ► � a 1 3122 S i i 7B7.44' 0 i ' w t..........- -•. ..- ........... ..i ,� , �G �� yb .\ •a+ I � N 25 O2 02 E --- t t 11 °� �s •r w.� �•r•� ♦r •fir• mow• w•� ♦,rw,Mww� �r ���+ w �-- " Orr, w••r�r• ww w•• . i�� . •iw� rrr •..•tee+• •, r•rr•w• i .w•� i`•r �r ••w , rrrrm•.w. wwrw w •�•r.••• „ fir rrrirrrrrr w .r.rirr 501 20'S.Y. �.� y(c'�' yf+'' pp f �---___---- - + i 1 © �2 33 t-= t 7�� so 1 fir i i 18 MAI i i / \ / -------"' ♦ `+ V N 5�r r I `id MAPLE x STOCKADE i I % LLJ - B FENCE I t ` _ r + y , t / ,-' = NAIL IN 18",MAPLE �` PLEA SA ITT T VALLEY 3� ♦ ;.� �, o i I �x / x i // 1 O ___ -- �! yy ELEV= 102.85 , ! + - AREA L A GALLERY 1 TP I!"--+--~ ° i y + 0- i I. . _, I . I . i / EG.97.3 % 98x0 a; `\ I O 20"WILLOW • x x t ,� cJ CJ r Q.. 1� T. , '� / ` ` �+ \ W �r . I BOT.97.0 + tl [ t r 9 36 INV.97.5 i / �` s + \ o 3. ACRES a '''' � \`\ • TPf4 %, �DET C�OVEK\`� '� `' ',,�' ,• Q / /I l} , Y' II I 8 BIRCH �/ • I I f / \ " 1 Y / �- Idcrl-s l H I , � Q. rye. �! I I ''-~-- .. .... ..-.....,... ..- ......-....... ' �//.......,.-...� IN5TALLER TO VERIFY LOCATION 'D' BOX -�~ !" - INV. 98.25 ` OIL ANK \phi • Of EX. 5EPTIC IN FIELD AND i i i Q I • P/ t ABANDON PER HEALTH CODE , , r - ,1-. ......I 24°PINE \ + , / .� _ _ o i _ • : INSULATE D BOX + FORCE MAIN .._ . ». -�_„ �. ;. °� + TP#7 / ��G ��+ : WHERE 48" DEPTH OF COVER IS l -rW MARE.- _ r. , #6 - a �Q ,> NOT ACHIEVED , o INVLT PUMP TP h.: { ` PROPOSED WATER ` - • 1 i ' �4 I _ _ _ I I: TANK IN QLIT �e + 1) .. y.++y M-�-Y M--•Y Y Y W -y-y,- V-.tV- W-Y-M--•V ♦ 97.0 ` a ° t -yF r • ♦ \ t I � I I INSULATE FORCE MAIN WHERE y �y ,,' ` '+ 7.R INV. INv.= � _ 48 DEPTH OF COVER!S NOT �t`, ,• � � � ..�`; • • �94.0 8° - ' I INV.-- INV.= I ACHIEVED r , O I 1 Ln 24"PINE n I 98.3 97.50 97.25 9 ' ` , i o a m _ ty i ♦ • i i \ i • i 27 LF. 1 ' rr. ..�, INSTALL TEMPORJI'R-Y_WEfLAND CROSSING SEE , -�__ 9ax0 '�. • • II • • • , • ♦ • • • ♦ • • • • • • . 'a ' r ✓ !•IM 1 t i 11� !•IIAI � - DEjAIL) ' ,_ _ ...____' • • • �.-ti. - y.t • , . • • • - SCkiD 4O - TANK f'U .r. �' • DRSIGH PRIMARY j ' � ` �ti I N m I /• • • tSIISTlNG , ,SAS D_1.2B5s s � �. r � , / END `JI.EEVE __... _ �rr�i rr�it � i ''"` ' , , U, , • ♦ , ai .x 3 ,. �Y � �:._.-.._�.-.. ,,, _i i AID � � AIM � sue'" • • NO. 61:DROOMS :3 z _..: x� ' „ ,f ' . TEM AREA REQUIRED:495 .P. '`\ , Uj . _ , , • , • 3 SR _;a�:, y -. I-I/2 FORCl: MAIN WITH 4 SCHD 40 PVC 5LEEVE END SLEEVE -1 AO--- `/S2 alle ELF r t U o Q _ I I • , HOUSE 1 ~� -- T145µ i • j • N INV. �` ...�':'<:3:...1.--,�....:. c..�,as:♦.::�. .:-r..zti�_.z.:..,_.-_..:.,. ...Y +. .., -- /�„ ( ) @ a•'O E�•� `\ Q`(1 I F•FLR.s I03.78 ) w N �P PROVIDER " `, U5E E TRH 88 L EAC�i `� �C� �t=S-�. 96.0 ELECTRIC 194.a �. `., EXTEND SLEEVE 25 FT BEYOND WETLANDS / _ - w v _ _ O to SNET ! MLSS z M - 1 j I ;- ALARM CONTROLS ' *�'� . .. rr.a ■„� _ 20 WIDE �°` / / I T 5TOCK +� , f �RESTRIC�tVE LAYER: 22 i \E I �� © 2047 ; a PILE jF /f + r a.� gym. �.r INVr • coCONC +� r 1- I ` ,y� r�r / SLOPE:3.796 • I WALK ' ' ■ir. i� 94.0 ' > ca „r, i ✓PERG•RATE: I 0 MtNJIN. \ I ► y z z 1 • r U q INV. r� ii�r �r / ` I 1 • I I 1 , `\`, t 93.0 +INV. />� +� 4b x 1HF �5 x !P2 •�86.4 L.F. Q b z > a BIRCH L.P \ 92.0 I ---� I CLUSTER 1$ \`� 3� / 20'5.Y. t t ¢ =o w i24 t ( Y ! /r 1 �aJ oRI a) a GRAVEL DRIVE I GARAGE r t ; ...r O Nr I �`\ I j�`..-'"`�'_' .--.-'•.-r.----,:r�'�_.. L z.. , J r..• .w. ..•. «rrr.ra. 'air r. . �Ar• •.fir• w. rr. .. ,.. .r.. ..� ... . �r .••. •..w ', . . . ...•... w�... .... .... -� •••• \\ I s\ r -•-- S 25002'02"W ,�� i- / 770.42' t NIF I � f CONNECTICUT LIGHT & POY1rER COMPANY400 REYNOLDS ENGINEERING, SERVICES , LLC I r / VEY OR MAP HA5 BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT 5TATE AGENCIE5 5ECTION5 20-300b-1 THRU 20-300b-20 AND THE"5TANDARD5 2h 68 BOGG LANE ` �. i i !! ; `., o 1 . TH15 5UR ! 1 i FOR 5URVEY5 AND MAPS IN THE 5TATE OF CONNECTICUT'A5 ADOPTED BY THE CONNECTICUT A550CIATION OF LAND 5URVEYOR5, INC. ON 5EPTEMBER 2G, 199G; THE TYPE OF 15 A �= LEBANON, CT 06249 N . BOUNDARY DETERMINATION 15 BA5ED ON A M5URVEY OF PROPERTY AND CONFORM5 TO THE'A-2'CLA55 OF AGGURACY. (860) 465-7419 \. IMPROVEMENT LOCATION PLAN � - 2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON, WERE PREPARED IN ACCORDANCE WITH CLA55 T- 2. D PURPOSE OF THIS MAP/SURVE`(15 TO DEMON57RATE PHYSICAL PEATURE5 ,TOPOGRAPHY BOUNDARY AND PROPOSED LOT LINE CIIAI�IGES AND SITI: PLANS. To my knowledge and belie!, this map ;s substantially correct as noted hereon. 3. THE INTENDS STANDARD NOT&S: 1. "PLOT PLAN 'BEECHWO T FARMS', SECTION 1, QUARRY BROOK DR., WOODHAVEN.CIR., 5TONEHAVEN CIR., OPEN 5PACE LAND, 50UTH WIND50R, CONNECTICUT', SCALE I" 40`, PROJ. I SULTIING ENGINEERS. ;` cli O NO.78-I GG-A, SHEET 3 OF 12, DATED MAY 23, 1980, REVl5ED TO APR1L 2,.198G BY FU55 F O NEILL CON OM ALI=XANDER F. MAROU5KI,TOWN OF SOUTH / 2. "THE CONNECTICUT LIGHT* POWER COMPANY, BERLIN, CONNECTICUT, CLARK 5T. JCT. - BARBOUR HILL, PLAN SHOWING LAND TO BE ACQUIRED FRD ' tea k A. Reynolds, P.E. CT UC.# 19789 WIND50R", 5CALE I" = 200',JOB NO. 17304-5. DATED DEC. 28. 19G4. 3. 'THE CONNECTICUT LIGHT POWER COMPANY, BERLIN, CONNECTICUT, CLARK 5T. JCT. -BARBOUR HILL, PLAN 5HOWING LAND TO BE ACQUIRED FROM LEO AND JACK LEICHTNER, TOWN OF SOUTH Certification is not valid without live signature and embossed (impression) type seol. WI ND50R'', SCALE 1" = 200', JOB NO. 17304-A 1 . 511EET I OF 2, DATED DEC. 21, 19G4. SEDIMENT_"DJMOSION_ CONTROL NARRATME IC SYSTEM CONSTRUCTION NOTE5. LEACHING 5Y5TEM CONSTRUCTION NOTES. SEPT SEQUENCE OF ACTIVITY, - HOUSE LOT DEYELOPM.ENT ` CV GV WITH RELATED DRIVEWAY IMPROVEROVEMEN FINISHED GRADE 1. DEVELOPML�'NT: 1 . LIMITS OF D15TUR5ANCE: Upon approval of Individual site plan I, CONSTRUCTION SEQUENCE 1. TOPaQ14TOBE5MIFFM Off i'RIIORTOPILUNG. FILL MATEwALDCWN AND Br:YOND 517E CONSTRUCTION FOR R5 EN eve men limit eve TRENCHES TO BE PERVIOUS,GOOD IMPROVEMENTS. p p HOUSING. development, the lt of development Shall be e5tab115hed In the QUALITY AND CLEAN MEDIUM SAND(SELECT'FTW PLACED A. INSTALL 51LTE PENCE PROVIDE MANHOLE 2, SCHEDULE: field for each proposed Structure. Disturbance limits Shall be E3. INSTALL TEMP. WETLAND CR0551NG AND COMPACTED ING'UFT5. SELECT FILL SHALL MEET THE FOLLWNG MINIMUM RMUIREMENT5' TO GRADE 25-35 feet beyond the ro osed bulldin and 5hali be bounded b C. STRIP � STOCKPILE TOPSOIL FROM LEACHING AREA. A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGM THAN 3INCHES, A. CONSTRUCTION TO COMMENCE y p p g y AND COMPLETION BY Staked hay bales or slit fence. D. B. PLACE � COMPACT SELECT FILL TO G BELOW FINISHED GRADE. B THE FILL5HALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL(GRAVEL 15 BETWEEN NO.4`e 31 SIEVES) UN ION B. SEQUENCE OF OPERATIONS: 2. EROSION CONTROLS: Area to be disturbed shall be bounded by E. INSTALL LEACHING GALLERIES TO DESIGN LINE * GRADE. NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO,4 SIEVE. F. LOAM, FINE GRADE TO FINISHED GRADE AND SEED LEACHING AREA. c. THE PII1LE55 THE GRAVEL SIiA1.1.MEET THEPOLLOIMNG GRADATION CR1TERIA: - LAYOUT OF DRAINAGE IMPROVEMENTS staked hay bales or slit fence. All erosion controls, Including SLIt G. BEGIN INSTALLATION OF FORCE MAIN FROM D-BOX. DISCHARGE VOL. - INSTALLATION OF STAKED HAYBALES AND/OR SILT FENCE fence and anti-tracking pad shall be installed and inspected by the H. INSTALL FORCE MAIN, REMOVE TEMP. WETLAND CROSSING AND STABILIZE SIEVE #4 #10 #40 #100 #200 4„ P•V.C. IN = 120 GAL. i-1 2" FOR E MAIN ©OWN5LOPE OF EXCAVATIONS AND OTHER DISTURBED AREAS Land use ZEO and Wetland Agenda prior to stumps being pulled, %PA55ING:WET SIM 100 70-100 "10.50 0.20 0-5 "�---tea.. rubbin DISTURBED AREAS CONCURRENTLY. - CLEARING AND GRUBBING OF REQUIRED AREA g g, or excavation. The ZEO and Wetland Agent may modify I. INSTALL SEPTIC TANK � HOUSE 5EWER. %PASSING:DRY51M 100 70-100 10-75 0-5 0.2.5 NOIEs J. INSTALL PUMP CHAMBER, PUMP WITH CONTROLS AND FORCE MAIN. "' PERCENT PASSING THE"051EVE CAN BE INCREASED TONOGREATERTti♦W75%If THE PERCENT 1. CHAMBER' TO BE JOLLY PRECAST 1000 GAL. - EXCAVATION FOR STORM DRAIN PIPE, CATCH BA51N AND the erosion control requirement based f field conditions so a5 to K. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS PA55ING THE#100 51M DOES NOT EXCEED IO%AND THE#2005IM DOES NOT EXCEED 5%. WATER TIGHT OR APPROVED EQUAL W/ WEEP HOLE INSTALLATION OF STAKED HAYBALE5 AT CATCH BASIN adequately control erosion and siltation from the site. 2• DOCUMENTATION OFTl;5TRE5ULT5ARETOBEPROVIDEATOTt1EHEALTHD15TR1CT. WATER TIGHT TANK SEAL. PUMP RAIL IFT CHAIN - STABILIZATION OF 5WALE5 AND/OR SIDE SLOPES AND 3. TR F-5 CLEARED: Trees shall be cleared and cut to length and 2. THE PIPE'BETWEEN THE HOUSE AND 5EPT€C TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE SEEDING OF TEMPORARY DISTURBED AREAS A5 NEEDED stacked or removed from the site. Then the pulling of 5tump5, IRON OR EXTRA STRENGTH PVC A5TM D 1785 5CHD 40 OR APPROVED EQUAL. 3. NLLMATERIALTO BE PLACED PRIORTOTRENCH EXCAVATION. NOTRAFPIC OTHERTHAN DURING CONSTRUCTION. grubbing and/or excavation Shall begin. TRACK-DRIVEN EQUIPMENT 15TOCROSS,DUMP,UNLOAD OROTHERWI5E COMPACT THE FILL AREA, 2. LIQUID CAPACITY = 180 GAL/FOOT - TOPSOIL, LINING FERTILIZING AND SEEDING OF ALL 4. STONE WALLS., All existing stone wails that will be removed due 3. ALL D15TR 13UTION PIPE: 15 TO BE A5TM D3034 5DR 35 (4"PVC)OR APPROVED EQUAL UNLE55 NOTED, gFfER TOPSOIL REMOVAL FILL MAT1RlALTO BE DUMPED AT THE EDGE OF THE STRIPPED AREA 4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF G"OF PROCESSED GRAVEL OR BROKEN STONE AND SPREAD AND COMPACTED NnTH TRACK-DRIVEN VEHICLES. STOCKPILING 15 TO TARE PLACE 3. 120: GAL. = 0.7 FT ( = 8") OR DISTURBED AREAS FOR PERMANENT COVER. to Street, driveway, house, septic system or other Site 50% OF DIST. SYSTEM CAPACITY. ALARM PUMP 3. DESIGN CRITLRUICONSTRUCTION METHODS AND DETAILS construction shall be rebuilt elsewhere on the property, or the ON COMPACTED5UBGRADE. UPGRADIENT Of THE LEACHING AREA. THE AREA DM GRADIENT Of THE LEACHING AREA15NOT �" GOULDS - STATE OF CONNECTICUT DOT FORM 814 (D.E.P.) StOneS Shall be Used t0 enhance Other eXlsting Walls on property. 70BEDISTURbED. 4. PUMP TO BE GOULDS EP 411 ON EP 411 5. THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75'OF THE PROPOSED WELL AND SEPTIC $" •- GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL 5. DRIVEWAYS: All driveway and driveway shoulders shall be SYSTEM A5 SHOWN ON TH15 PLAN. OR APPROVED EQUAL, CAPABLE OF PUMPING 47 GPM AGAINST. 8 FT. OFF 8 4. CONSTRUCTION DETAILS: stripped, graded as shown on plan, and graveled. AN driveway G. APPROVED STONE AGGREGATE FOR LEACHING GALLERIES SHALL BROKEN STONE, CRUSHED STONE, OF HEAD. - AS REQUIRED FROM "GUIDELINES' AND AS SHOWN ON Shoulders shall be stabilized Immediately upon grading, either by OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01,01 FOR NO. 4 5UDDIV1510N PLAN. diverting runoff, mulching, or seeding and hay bale5, Silt fence or STONEDPROCEDURES' - SIEVE SIZE PERCENT PAs5ING BY WEIGH PUMP CHAMBER CROSS S E C TI 0 N ` 6. INSTALLATION PROCEDURES• - SEE ITEMS 2,3.4 ABOVE. other approved measures the same day that cuts are made. 2-INCH 100 6. OPERATION MAINTENANCE PROGRAM: G. TOPSOIL: All top5o11 Shall be stripped and. saved in an area a5 NOT TO SCALE A. PRIOR TO REMOVAL OF ANY IIAY15AI E5 OR SILT FENCE, Shown on the plan or as approved b the Planner and Wetland • I-1/2-INCH 90-100 I ' p pp Y . I-INCH 2O-55 REGRADE ANY TROUBLE AREAS AND RESEED A5 REQUIRED. Agent. Topsoil Shall not be removed from the site except as in 3/4-INCH 0-15 B. AT THE BEGINNING Of THE SECOND GROWING SEASON, RESEED compliance with the Zoning Regulations. 3/8-INCH 0-5.� THIN AREAS. 7. CONSTRUCTION � DISTURBED AREA: Excavation and #40 0-3 SFwAGE PUMP SYSTEM INSTALLATION__NQTF C. REMOVE SILT AT HAYBALE5 OR SILT FENCE OUTLETS AFTER ALL construction shall commence following inspection and approval of #200 0-1.5 T AN ° Ex. LOT)OR G'(NEW LOT) 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE PUMP SYSTEM FOR APPROVAL BY THE RAINFALLS. erasion control and construction of the driveway. The disturbed ~' 7. THE BOTTOM OF THE GALLERIES SHALL NOT BE IN5TALLED MORE THAN 4 ( T) ( T) BELOwoRIGINALGRADE. .' OWNER. SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO ELECTRICAL LAYOUTS, PUMP area shall be 5o as to contain runoff within the lot to the greatest 8. THE LOCATION AND ELEVATION OF THE PROP05ED SEPTIC 5Y5TEM SHALL BE 5TAKED IN THE FIELD BY SPECIFICATIONS, AND PUMP TANK SPECIFICATIONS. NOTE: BUILDER RESPONSIBLE FOR CONSTRUCTION OF BLDG. AND OTHER extent po55ible. A LICENSED LAND SURVEYOR. BENCHMARK TO 6E SET IN THE VICINITY OF THE LEACH FIELD AT THE 2. THE PUMP SYSTEM SHALL BE SINGLE PUMP WITH A HIGH LEVEL ALARM. IMPROVEMENTS AND IS RESPONSIBLE FOR ALL EROSION CONTROL 8. SITES IN WINTER: When a site will be open during the winter TIME Of STAKEOUT. MEASURES SHOWN HEREON AND A5 OTHERWISE REQUIRED BY months, rough grading and 4-G inch mulching must occur prior to " SUMP TANK CONSTRUCTION TECHNIQUES UTILIZED. construction in order to minimize erosion and uncontrolled runoff. - g, ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT 'I. THE PUMP CHAMBER SHALL BE OF PRE-CAST, REINFORCED CONCRETE. PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN. 9. DRAINS: Foundation and curtain drains Shall be installed a5 shown 2. THE PUMP CHAMBER SHALL BE CONSTRUCTED WATERTIGHT WITH ALL JOINTS WATERPROOF. FINE GRADE AND RAKE SOIL TO REMOVE ANY on the approved plan. Any changes to the location of the drains or 10. TH15 5Y5Tf M HA5 NOT BEEN DESIGNED FOR THE U5E or LARGE 3. THE PUMP CHAMBER SHALL BE ANCHORED IN MASS CONCRETE AS NECESSARY TO RESIST CAPACITY(+100 GALLONS), DISCHARGE TYPE BATHTUBS. 1�sIDENTIAL FLOATATION. _ STONE LARGER THAN 2". INSTALL ANY NEEDED the addltion5 of any drains shall be approved by the Wetlands GARBAGE D15PO5AL5 ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EROSION AND SEDIMENT CONTROL DEVICE SUCH Agenda prior to installation. EVENT THAT SUCH AN INSTALLATION 15 CONTEMPLATED FOR THE PROPOSED GROUND aEWAGE PUMP_ AS HAY BALE'.5 OR SILT FENCE. APPLY 10. COMPLETE SITE WORK: Finish"grading Shall occur as soon a5 PROPOSED HOUSE,A LARGER 5EPTIC TANK AND INCREASED LEACHING EXISTING GROUND PIED CAPACITY SE,WIL BE REQUIRED, 1. THE PUMPS SHALL BE SUITABLE FOR SEWAGE PUMPING PUMPING AND DELIVER 25-60 GPM AT AN OPERATING LIMESTONE AT THE RATE OF 2 TON5/ACRE OR p0551ble on all lots where there 15 potential for erosion and for I I. THE DE51GN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND LOCAL HEALTH HEAD OF 10' + PIPE LOSSES. 9OL13/1000 S.F. FERTILIZE WITHOUT 10-10-10 degradation of wetiands and watercourses. Lots Shall be finish CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. I CAN NOT GUARANTEE G"TOP501L 2. THE PUMPS SHALL BE ENERGY EFFICIENT AND DURABLE FOR OPERATING 1-�2 TIMES PER DAY FOR AT A RATE OF I I LB5/10005,F. WORK LIME graded, Seeded with perennial grasses suitable for the respective AGAINST FAILURE DUE TO IMPROPER INSTALLATION, IMPROPER MAINTENANCE OR TO 10' 10-15 MIN INTERVALS. AND FERTILIZER INTO 501L TO A DEPTH OF 4". amount of Sun or shade and mulched prior to Certificate of Zoning NATURAL PHENOMENA BEYOND THE SCOPE Of NORMAL FIELD INVE5TIGATION. 5. 3. EACH PUMP DISCHARGE SHALL BE PROVIDED WITH INDEPENDENT UNION, CHECK VALVE, AND GATE TOPo 5L PE VALVE AHEAD OF THE SINGLE FORCE MAIN. I I . FINAL Once. -- �I 55.0 4. ALL VALVING, FIXTURES AND PUMP CHAMBER APPURTENANCES SHALL BE CONSTRUCTED OF PVC OR I I . FINAL STABILIZATION: Erosion controls shelf be maintained on I I MULCHING the lot as long a5 they are needed to control ero5lon and gg OTHER NON-CORROSIVE MATERIAL. IMMEDIATELY FOLLOWING 5EEDING, MULCH sedimentation. 20 FEET 1 ELEC] AL 12, ECS CONTROLS: All ECS controls Shall be Inspected on a daily 1. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE PUMP CHAMBER. THE SEEDED SURFACE WITH STRAW OR HAY AT basis and maintained a5 nece55ary until all disturbed areas are 12 FEET A RATE OF 1 .5-2 TONS/ACRE. MULCH 2. THE ALARM AND PUMP POWER SUPPLY SHALL BE ON DIFFERENT CIRCUITS. permanently re-vegetegated or otherwise Stabilized. The 51LT FENCE 10 FEET --COMMON FILL 3. ALL ELECTRICAL CONNECTIONS AND ASSEMBLY SHALL BE INSTALLED BY A LICENSED ELECTRICIAN. SHALL BE SPREAD BY HAND OR WITH A MULCH s re5pon5ibillty of such Inspection shall be that of (5EE DEfAIL}� 9 BLOWER. PUNCH MULCH INTO 501L 13. System will be staked in field my lice5ene6 Land Surveyor STRIPPED GRO ND APPKOXMATELY 2-3 INCHES. ¢�~, (APPROX. 3' DEPTH) 1. PUMP CHAMBER IS TO BE JOLLY PRECAST 1000 GAL. WATERTIGHT SEPTIC TANK OR APPROVED EQUAL. 2. FLOWS TO BE SET TO DISCHARGE 120 GALLONS PER CYCLE DURING NON-PLANTING 5EA50N5, DISTURBED 12' DEPTH OF BANK RUNGRAVI=L SELECT FILL (SEE 3. PROVIDE CHECK VALVE 'AT OUTLET SIDE OF PUMP AREAS, SHALL BE COVERED WITH TEMPOARY SRSD A(DWPJS EXISTING GRADE NON WOVEN 94 (NOTES FOR MATERIAL 4. A SMALL DIAMETER HOLE LOCATED AFTER THE CHECK VALVE SHALL BE PROVIDED TO PREVENT MULCH. A. THE 'PERMANANT' TYPE GRASS SEED MIXTURE SHALL `-- GEOTI�X1-ILE � O 13E: REMOVED) FREEZING CONFORM TO THE FOLLOVLING: & COMPACTION SPECS) SEED APPLICATION O FORCE MAIN TRENCH (5EE DETAIL) 5. SET "OFF" SWITCH AT $" ABOVE BOTTOM OF CHAMBER PRElWEIG T MINIMUM MINIMUM TO BE CONSTRUCTED AS SPECIES BY WEIGHT PURITY GERMINATION 0 10 20 30 6. SET "ON" SWITCH AT 8" ABOVE "OFF" SWITCH (POUNDS) (PERCENT) (PERCENT) TEMP CROSSING 15 REMOVED 20 10 7. SET ALARM SWITCH AT 8° ABOVE "ON" SWITCH - APPLY SHADE SEED TOLERANT GRASS MIX BY KENrucl<Y BLUEGRASS (FDA PRATNESIS) '�& 86 76 1 NOTE; 8. USE GOULDS SUBMERSIBLE EFFLUENT PUMP EP 411 OR EQUAL AT 8' +/. HEAD, CAPACITY� EQUALS HAND. CYCLONE SEEDER OR HYDR05EEDER . CREEPING RED, FESCUE WETLAND AREA TO BE RETURNED TO ORIGINAL GRADE CROSS SECTION �A EXISTING HOUSE 47 GALLONS PER MINUTE sn as Sa SEEDING SHALL BE DONE BETWEEN APR1L 1ST cFEelrucA RUBRa� HORIZONTAL SCALE 1"- 10' 9. PROVIDE PULL CHAIN ON PUMP TO LIFT FROM VAULT FOR SERVICE AND MAINTENANCE AND JUNE 15T OR BETWEEN AUGUST 15T AND l TEMPORARY WETLAND CR0551 N G DETAIL VERTICAL SALE I"=2' OCTOBER 15T IF SEEDING CANNOT BE DONE Frsruca AVKY 31) GA �° g8 �� I DURING THESE TIME5. REPEAT MULCH VAR, KENTUVKY 3u I ' NOT To SALE ZONE CHART - RR ZONE PROCEDURE WITH AN APPLICATION RATE OF PERENNIAL RYEGRASS 9a 80 (LOLIUM PERENNE) 30-40 LB5/ACRE. t ALSIRE CLOVER PROPOSED GROUND AREA PROVIDED FRONTAGE PROVIDED SEEDING METHODS' (TERIFDLIUM HYBRIDUM) � es 86 EXISTING GROUND LOT (40,000 SQ.TT. PSQUIMD) (i26l R quIRm) - t B. THE TEMPORARY' GRASS SEED SHALL BE PERENNIAL RYEGRASS THE RATE OF APPLICATION SHALL BE NO LE55 THAN 100 POUNDS <LOLIUM PERENNE) OR AN IMPROVED VARIETY THEREOF, SUCH AS -_ 1020 PLEASANT VALLEY 134,5G2.8 SQ.FT. 189.3G' QF THE SEED MIXTURE PER ACE!_. WHERE PERENNIAL RYEGRASS NANWATTAN, HAVING A MINIMUM PURITY OF 982 AND A MINIMUM } L GERMINATION OF 9= 4 SALVAGED TOPSOIL (LOLIUM PERENNE) ALONE IS CALLED FOR THE RATE OF APPLICATION ti LOAM, SEED & MULCH _ 12 I '�"'-'" A55E550RS LOT I G-5 1 34,5G2.8 5Q.FT. 175' U[77� 4 TO 5, SHALL BE NO LESS THAN 220 POUNDS/ACRE. T P OF SLOPE r-~"s' G}TOPso[L NOTE: FRONT, SIDE' & REAR YARDS REQUIRED & ;[ 96 9 .8 95.3 PROVIDED ARE 50 , 20' & 50' RESPECTIVELY t, T©PSOIL 2 SET POSTS/E7CCAVATE 50' MIN. ' 2` I 21 G'X G"TRENCH 15ET POST 11 BACKFILL FROM REQUIRED 1. F13RCE MAIN SHALL BE INSULATED WHERE WIRE FENCING DOWN5LOPE15TAPL.E VARI°MF5H 4 FEET OF COVER IS NOT ACHIEVED. POSTS EXCAVATION (DEPTH VARIES) e. FORCE MAIN SHALL HAVE NO JOINTS COMMON FILL 2 FILTER FABRIC FENCING TO FENCING AT FILTER PABIZIC TO FENCING/EXTEND INTO TRENCH 15' RADIUS ' WITHIN 25' OF WETLANDS 94 I 3/8 PER Ff. 13ACKFILL TRENCH I COMPACT EXCAVATED 501L I 4 3, FORCE MAIN SHALL BE INSTALLED WITHIN STRIPPED GROU 13 MATCH EXISTING 6' -•---�"- �'` 2 MATCH EXISTING p A 4' SCHD 40 PVC PIPE SLEEVE IN THE COMMON FILL GRADE COMPACTED BACKFILL ..� ¢O CLEAN SAND VICINITY OF WETLANDS AS SHOWN ON (APPROX, 6 DEPTH) S LECT FILL (SEE GRADE I i 00° 02 PLAN VIEWS, TES FOR MATERIAL FLOW p 1 1 I/�` PE PIPE t10� 4. & COMPACTION S ECS) '�-' CT. D.O.T. 2 15' MIN. l FORCE MAIN 0�0 12 a CRUSHED GRAVEL (ASTM D 2239 OR D 92 12 PROCESSED BASE C4 z AP@RCIVED EQUAL) 6" ��.� TRENCH CUT N 30 2Q 10 0 10 - 20 30 40 "GRAVEL' G"TO 8"DEEP ,� G'TO 8"WIDE 12 NOT TO SCALE CROSS SECTION of B--B" NEW HOUSE FOLD FABRIC UP SLOPE 2'X 4'X 5'5TAKE5 DRIVEN 4" DEPTH MIN. HORIZONTAL SCALE I"= 10' INTO GRADE 12"MIN., VERTICAL SCALE 1"=2' SET 8'TO 19 APART, AND FORCE MAIN BACKFWILL DETAIL �'o' � �rA Q85Fl,l7MDZ CANTED iO0 INTO SLOPE � rorx or aou'srK lmvnsaR a�ucra �uQrrsHr (NOT TO SCALE) Lvov. so, sons SILTFENCE DETAIL ANTI --" TRACKING PAD ,UTAIL (NOT TO 5CALE) TP M I-De -85' TP#2-Da th@85' TP#3-Depth-�85" TP#4-Depth=7G" TP#5-Depth-90 T_P#G-Depthm96" NOT TO 5CALE 0-30' Fill Material 0-3CY fill Material 0-3CY fill Material C3 GG' Frfl Material 0-3G' fill Material 0.30' Fill Material 30-85' Li"Pilled Wetland 5oite 30-85' uiel Fitted Wetland Saris 30-85' Likely Filled Wetland Soils NOTE:Pipe drschargmg into TP 3G-9G' black Wctlands 50i1 30-9&' Black Wetlands 50:1 LEACHING GALLERY BY LG. WHEATON OR EQUAL (canFini bnckrasphalt) (confine bnck.Iasphalt) (con taln" bnckJasphalt) GW:6G° GW:95' GW:72'(9eepsQ30'} Fine 5dt/C! fine 5dtJC��yy Erne 5dtlClaayy 2 L GW:84'(seepe c�4 '} Gw:84'{seeps Q60°) GW:84`F111e ®G(Y) UN507-ABLE UNSUITABLE UM507-40 P ` TRENCH = 6' MINIMUM N�M U M �#'3-De�h�''08' IMPROVEMENT LOCATION PLAN • TOTAL WIDTH O F UN.5U1 TABLE UN5U11ABLE UNswrABCE PM"Rc TaSr GB DYED BY 8-2 Tine S dy Loam s� rN aQODR DS� DTP N7-per Ti'#8 Depthm6CY TP#9-Depth�72' TP#10-Depth=84' TP#12-Depth=89' 8-24' fine Sandy Loam HELLSTROM ---0-3' Topsoil w/Oripnics 0-3" Topsoil wl0rgamcs 0-!2' Fill Material 0-G' Topsoil wlOrganics TP#I I-Depth-80 p� 24-10 'Comp Erne SandyROB PREPARED FOR 0 4' T d w10r amcs 0-G' Ta l w/Or nits 5G 108' Compact Silt LoamlCla ' ' IEPARt'MI!!VT 3 22" Loamy Sand 3-22' fine Sand 12-18' Original Topsail G 48' Loose Frne Sand ° ° g G 36` Loamy Sand UR FINISHED �R AD E NOD. 20i '8012 22-48' Matticd Pine Sand 22-28' Mott€ed,Very Tight aFinend Sand f8-94' Frne Sand ge•72' Frrtn Fine t h3h aW TA 4 f f" Silt loam gs g9" Very Compact 5rit LaamlCiay GW:wO Restrict ve'24 LAND S VE YIN Gr 28-59' Medium to Coarse Sand 34 G5' Tight Very Fine Sand seasonal itrgh GW Table} I t 8G" Molded Compact 51lt 6" COVER OVER TRENCH PERC TE5T#3 DEPTH 18 112, PER(TEST#4 DEPTH 18" �1r Tr�r� GW:49" Motties:22` GW:59' Mattiee:22' 72-84' Very Compact Fine Silt l oam/�lay % 'GW:Seeps®G4 Restnctive:36` j FABRIC FILTER JDHN l' Rl l !.� VG GROUND IiIG 10, 12r49 5.5' i:2G la 12:59 7.5' 32 MAIN STREET 1:34 12.5, 1:09 9` DETAILS AND NOTES 'I C5b I:42 14.25' i r 19 €0.25' �� TO MY IWOWLI=DGE AND BELIEF, T1115 MAP 15 HEBRON, CT. 12„ ' Q 1 APPROVED 1:52 15.75' 1 39 11,75' 5UB5TANTIALLY-CORKECT�AS NOTED HEREON. 1020 PLEASANT VALLEY ROAD ,1 �„ STONE PM.RATE: 13.3 MiN./EN. itEYNOLt7S ENGINEEi2ING . AGGREGATE 2:02 17.E SERVICES, LLC P.O. BOX 49'7 12„ PERC.RATE: 10MINJIN. 6s BI LANE C1,OLUMBIA, CT. 0623'7--0497 SOUTH WINDSOR ONNECTICUT 1 �� a L (E 860) 4fi-7419a9 THIS E BOSSED OR COLORED I�NK5SEAL S iT 8AND $ 1 , a.on to mr,"�m�.naeni,r.,"h m"o".,a,+o�,wi,,o„nc a °or<o -ORlCENAL COLORED SIGNATURE. � �• �. S. � _ (860) 228--9853 SH.E.ET# 3 OF 3 J0.8# 20 12-084 (,TYPICAL GALLERY SEC?'1'D rT fP,1 2054 H3 A.R.r,aati P� cs uc!�arao DATE January 22, 2013 ROBIN H. FILE # ,,y °,„o",,."r n..,,ort,,�.,.� R05ERT W. HELL5TROM, L.5. #i 3G2G BY SCALE AS NOTED r. "