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HomeMy WebLinkAbout1020 Pleasant Valley Road (2) - - �- GALLERY I GALLERY 2 £"'+ E6.95.3 EG.94.8 U NIF 50T.94.8. BOT.94.3 TOMMI R_ LAROCHE INV.95,3 INV.94.8 E ►-a ��•++11 DRIVE FG.9G.3 FG.95.8 � LJvV'END z � N 2502227"E 764.98' Z' O 5NET.. 0— - --- ... ...,•°..�_ _ �i.....�. ... . ..,... _ err ♦nr •a•r♦•i•s"Mosm _ �i,irrr,�w ♦m , mAsmmms. . --- ... _ ..�� _ _____— -- --�---- .._ — __�.�_._ — — — — — _ ......�.. �.. �i...•.� PROPERTY LINE 169 } / \ BUILDING LINE �„� N t YD , _ ' • w i \\\ ♦ / STONE WALL �, � _ i I Q � ; r wooa\FILE `x \ . �� ,� / x x x--- WIRE FENCE P4 - WG �i ' \� %. `\ ;/ ``` --�� �► / �; o/ _____ EXISTING CONTOUR 20,S.Y. ♦ ' / l �' ay EDGE WOODS OR CLEARING 4 SRPTM DRSIGK �\ ; PRIMARY �// ., � .. .. .� ItIM. ■.I SILT FENCE OR HAY BALES w 1►1 ,'y O.SEDROOM5 :3 1 MM ti ,/N / / 1 431.7 x EXISTING SPOT ELEVATION Q A "�'1 + / ► / SYSTEM AREA REQUIRED : 675 S.F. 93.0 wr;rl N 95x8 12•GALLERIE5 80 LF * '' �"'� a h / U5E(2)GALLERIES @ 80 L.F, EACH=944 5.F'PROVIDED �i�. + j + 97x7 PROPOSED SPOT ELEVATION W r ASSESSORS K i ``� ,�� ►r M LS5 r ` �� ~� f r . _ / tl '� ` "'� W f� ' `\ lr 1 d ll . -" 5 �. ,' J RESTRicrivE LAYER:24° �U 7��� '� 5� / � � �-- 9 v i ' ® ANGLE POINT iti t1, ^I c\! t r • PA R CE \ ♦ 5LOPE :4.296 w II 13.3 IRON PIN OR PIPE FOUND to f O \ \ A R E'A PERC. RATE: MlNJIN. HP FF PF o a 0 a cp r \\ 34 x 1.5 x 1.5 76.5 L.F. //� �( f r \� \' 9 a SURVEYOR CONTROL POINT 143, 310. 9 Sn. FT. �° { \\\ \ `� +11 60 ,♦' / 95 / Y �' r f 5.3 fo / �` ' ■ . . . . . . . . . . . 80 WETLAND REVIEW\ G 1 5T0d1� 3 3. 3 ACRES I y w U_ DRIVE I �. PILE . cAAv� ce,. ��� / /// /// °` 2� d r 1 ``�\\ �° _...-.._......_..- EXISTING OVERHEAD UTILITY co . K .� � �, � ;.� EXISTING WATER LINE Z .. SA `\ p•.... . ,r• _ _ __-__-----915-•------------------- _ _.� _ I I - -- _ N 25°22'24"E } OV�ppIIG , !3 /.� � , I - ! 765.84` . _. _ 1N5ULAT OR LOT LINE { N-r'-T-- t i � �� �' ;` ~'95.3 F: ' oJ6 WHERE 4� DEPTH Of i5 F MFj W 8 95x3 € NOT AC VED ' �f W z ' t 00 '! OVN�P� ' i iyg \ 5rie TP#1 ,� • 24°POPLAR 20"fWPLE ��'i i i \ -f It Ac•$`, , ; t194.0 , .-� iif 1 -' • s POPLAR Q00'� 1 • I \ / ' _ ,...-... _...,_;=:;." v� {l i ` � J• � I I yR� `\\ -J�' -`' 'F �-•..-...,.-__...... -✓ 1\ // i ; ' � � -tt -tl—Yam_ -W-Y-Y Y Y Y Y I i ` ` ' •. f 3 / ` ♦ /, .� j-.. -.. - .. .. .... v-v st, INVERT PUMP *Q w 1 �.' �� //a i • PROPOSED WATER \ z °� TANK IN +k OUT 9 95x8. ® _�____ ---- �. 98.4 i I TP#2 to 17 #N .= _ IN�= - �I i INSTALL MPORARY WETLAND 0551NG (5EE DETAIL) I -�` }"'' * � hz � i /•r IZ'j C.� I • ' . Cl) 9.6 F 9 ,0 INV.- ` ..`.�tt�� �r a alpIz-5C w+r err 'ter' cb 4� • • I 10 OW 98.75 "I EN 5LEEV6 ` ,- `' t9O. ! j -/ �o N I I CO 4 2 $ I I/�`i FOR - #N WITti 4HD 00.1'VC SLEI~VIw - n _ „ Y ♦ ♦ / �,/ E-t o�M d'I• �? ANTI-TRACKING PRO 5ED I 7 LF. - - . :� 4�SC D 40.r, PAD {TYPICAL) SURE H �,M ANl 'PL)MP �AND 5LEEVE t , g '� ♦ I 4 20'WIDE I EXTEND 5LE E 5 FT EYOND WEi IANDS /� � Cq I � � pal i P m I { a moo MM I ... F 05.0 I '� i • . BF= 9G.0 INv . / t r — i 'PROPOSED DRIVEWAY' ELECTRI WHERE 9 .o ��\ i ,+te°� �►a ti i a�U p.i 0�4 I ,, ALARM NTROLS �15ULATE,PURCE M N >r to , t ! + r • • • .,• XI _ 5 NOT 20'5.Y. _ !�-.... - • of COcov R I UTILITY • = PROPOSED pV�ERI'iEAD .....• �Y�»��; ��.,.,.....;..•-,,,_�_ �,..� I \ � i � r/ . � ► -- ,..a • \ t - ` 1 .11i. I t r SNET I I 3122 ,., i 1 767.44' I �' i......... ..-..-.. ..- -........._...J �,� ! G�� yb t `\\ A% /i N 25°02 02 E _-� � .rr ..�.m..�a•. s— �. ..r•�•�•ri .•.. .rr rrrrrwr rrr .••. .•�•rr. .r.•'• rraar•rwiwrr• rarer ���+ awr a�/r•rrn�.iwni o—► � ♦rr, awr . r ist/— .a•.� i r.r •... err � r� �rwrr ,a. ,i rr�—�iw•� �i`.r �iir ww iw. riYwwrw w +r � i rr rrrrrrnns w t � � •rr•rrr . � I 16 80 1 \ �� t 20'5.Y. �.� y{c� ys�'' a4 ,�--___--- -".+ ! r ^ © a t • t y _ rr i i 18 MA'LE x 1 i / ' -r--- V N 5�r 6'MAPLE x STOCKADE i I % - B C.I A FENCE t 1 ` ___ r + \` ' ` i ' LL! p z NAIL IN 18"•MAPLE '� O PL E'A SALT T VALLEY 3� ;.� + �, o DRIVE ELEV= 102.85 , ! \ I - AREA GALLERY # TP I!"��"--~ 0 a i I. EG.97.3 f 20"WILLOW • x x t 134, 562. 8 r� Q. 1� T. . I BOT.97.0 36 INV.97.5 � i '/ ' �` •' s `\ ti \ o � 3. 1 ACRES i' CONC. GOVElk\ , ,i' r Q \ � \ ,� \ ! , \\ 1 ' ITf 4 ' TANK '' * t'Y' �~ ysrr. s \`\ ` It I &BIRCH �/' \ • I r -I ; / \\ �, j / � � O- ! 6 \ H I , PC rye. / s' 00, Ic ..-....-..-.....,... ......-.....,.. //.......,.-...� INSTALLER TO VERIFY LOCATION i ,�. �, 'D' HOX -�- r . �\ O� I ��,' / % INV. 98.25 OIL ANK \phi • OF EX. SEPTIC IN FIELD AND 5 1 \ ' i i a _ i- • f 24°PINE ; �Oj/ I ABANDON PER HEALTH CODE ++ ��/,' / g ; , • i i 1, O� INSULATE D BOX + FORCE MAIN I ` ••.-•• • � \ ( i . TP#7 - ��' ��"r • WHERE 48" DEPTH OF COVER IS r. r #6 NOT ACHIEVED + I 1 0 INVMT PUMP TP t J'` ► + t -Y�y_� PROPOSED WATER F TANK I N�QUT N �e tt , I• t I �,;� ,_ #) y w--tr-w r-v-»v-v-- ->r--w-r-v-v fi • 97.0 N y g�yxo ` ' ,. yF' _ ,• # I I INSULATE FORCE MAIN WHERE �y • �' \\. a \p / -r: a•r :i' • \ It '� I 48 DEPTH OF COVER IS NOT �t`, , '� 7! • • �lsa.a I. � I .INV.= INV.- INV.= ` 24"PINE 98.3 97.50 Imo`\ ACHIEVED . � r `� ♦ ' . : \ \` \\ N 1 9 s i o 4 U �I 97.25 '` F' '- , t a W m 27 LF. *r. '"~' ~"" rn�lr INSTALL TEMP01;DkR-Y_WETLAND CROSSING (SEE Dq+AIL) �' ♦• • . D, 1: iI ' • • • • ♦ ♦ • • • ♦ • • • • ' -i "SCH1714n,., t' . r ! its ILIA i� >� iilr• - �� ,�__.......— r-_•...____ • I I • ' I • ' • ♦ IXiSTiNG icy- TANK ,PU 7 r- - END SLEEVE ---------------- Ho �. �r .r. �r err ii /' v ' • • PRIMARY t \� �� I v i . . • a D#:-785: YY _ - ti �/ i- at .� -' . . t `\ I W \ ri- _ • ' • • 3$R / _ k_.a�., u� . W>: . I-1/2" FORCE M is `may /' SYSTEM AREA REQUIRED.-:495 F. � i t I� z r _ �< a MAIN WITH 4 5CHD 40 PVC 5LEEVE END 5LEEVE 1 I . . U5E . ✓ 1 i 4= t i • j I a h _ -}90--- �� 12.9allery 88 LF t ���� , \ n � I I .• .. d 8' ; INV. \\ TP#5 .zti _.� • ,- - O @ 7C 8� �.�1,�. Q' n �- Y w U5E E TRENCH 88 L.F. EACp-a4e.j .F`PROVIDED \ FT BEY V _ ML55 1 \ - M 1• 94.0 EXTEND SLEEVE 25 w O SNET '1 ELECTRIC i OND WETLANDS r IT I • 5TOCK I _; ALARM CONTROLS tr► tip . .. I ... 20' WIDE°` i t \1 I '`` � o %2047 ► >a •" ta► \. ' �• iw.rr tNV. ' RESTRICTIVE LAYER: 22 \ + 0 r 1 I� nl� I� / 5LOPE :3.79b \ 1 • PILE CONC he} ... , I WALK' u xa.� )' _ ' ICI �m . / 94.0 ' ✓PERC.RATE: 10 MINJIN. `\ t t � 1 • r U INV. r�l .> � / HF • • I ' S ILID , `\\\ t 93.0 +INV. 48 x 11 5 x iP2 •�86.4 L.F. \` j Q o z a BIRCH L.P \ 92.0 I ---, CLUSTER I$ \`� 20'5.Y. ! t ¢ =I� � tu in iall -77 a GRAVEL DRIVE I GARAGE \\\ I IS__-- .`""`._'"' '''"r•"�—.-'1 L z.. , Jssm rrr.�.�.,• .... «rr...rr. r. �..w�.....��'�— w�• w ry. �.. ,..� u.., ..� ... ��r now ......�� �.�.� �. �... .... ....., _� —. l \ K •• mow \\ I N.\ r -•--- 5 25°02'02"W �� i r / 770.42' t NIF CONNECTICUT LIGHT & j `� � i ��,'� � -___ Q POYI/ER COMPANY REYNOLDS ENGINEERING, 0 �, v Ii �(a SERVICES , LLC r 0 I I � ' / .r c REFEKENC�: — TEONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE"5TANDARD5 �gzy I / PREPARED PURSUANT TO THE REGULA 68 BOGG LANE �. i ! / `\�� # . THIS SURVEY(OR MAP? HA5 BEEN PREP i FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"A5 ADOPTED BY THE CONNECTICUT A550CIATION OF LAND 5URVEYOR5, INC. ON 5EPTEMBER 2G, 199G; THE TYPE OF 15 A' - O DETERMINATION 15 BA51=D ON A RESURVEY OF PROPERTY AND CONFORMS TO THE'A-2'CLA55 OF ACCURACY. LEBANON CT 06249 IMPROVEMENT LOCATION PLAN . BOUNDARY DET'ERM (860) 465-7419 2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON, WERE PREPARED IN ACCORDANCE WITH CLA55 T- 2• Y BOUNDARY AND PROPOSED LOT LINE CHANGES AND SITE PLANS. 2 FEATURES TOPOGRAPHY To my knowledge and belief, This map i5 substantially correct as noted hereon. 3. THE INTENDED PURPOSE OF TH15 MAP/5URVEY 15 TO DEMON5TRATE PHY5ICAL STANDARD NOTES: a D AVEN.CIR., 5TONEHAVEN CIR., OPEN 5PACE LAND, 50UTH WIND50R, CONNECTICUT", 5CALE 1" 40'. PROJ. 1. "PLOT PLAN 'BEECHWOOD FARMS, SECTION 1, QUARRY BROOK DR, WOO H I04 SULTIING ENGINEERS. N0.78-I GG-A, SHEEC 3 OF 12, DATED MAY 23, 1980, REVI5ED TO APRIL 2,.198G BY FU55 F O NEILL CON FROM ALEXANDER F. MAROUSKI,TOWN OF SOUTH / 2. "THE CONNECTICUT LIGHT+� POWER COMPANY, BERLlN, CONNECTICUT, CLARK 5T. JCT. - BARBOUR HILL, PLAN SHOWING LAND TO BE ACQUIRED FR WIND50R", SCALE #" = 200', JOB NO. 17304••B, DATED 28, !9G4. Ma k A. Reynolds, P.E. CT LIC.� 19789 3. 'THE ', SCALE I' LIGHT J POWER COMPANY,DATED ,DEC.EC. 28. ICUT,19G4- CLARK ST. JCT. -BARBOUR HILL, PLAN SHOWING LAND TO BE ACQUIRED FROM LEO AND JACK LEICHTNER, TOWN OF 50UTH Certification is not valid without live signature and embossed (impression) type seol. WI ND50K-, SCALE 1" = 200', JOB NO. 17304-A 1 . SHEET I OF 2, DATED DEC, 21, 19G4. SRDI�LNT_1��,,,�OSION_ CONTROL 1VARRATIYb' IC SYSTEM CONSTRUCTION NOTE5. LEACHING 5Y5TEM CON5TRUCTION NOTES. S E PT SEQUENCE OF ACTIVITY, - HOUSE LOT DEVELOPJlItENT F 1. DEVELOPMENT: INISHED GRADE 1 . LIMITS OF D15TUR5ANCE: Upon approval of individual site plan !. CONSTRUCTION 5EQUENCB 1, TOP5dLTOBE5MPFMOFPi'RIIORTOPiWNG. FILL MATERIAL BMaN AND DMND 517E CONSTRUCTION FOR RESIDENTIAL HOUSING. development, the limit of development shall be e5tab115hed in the TRENCHES TO BE PERVIOU5,GOOD QUALITY AND CLEAN MEDIUM 5AND(SELECT FILL)PLACED CV GV WITH RELATED DRIVEWAY IMPROVEMENTS. p p A. INSTALL 51LTE PENCE PROVIDE MANHOLE 3, SCHEDULE: field for each proposed structure. Disturbance limits Shall be E3. INSTALL TEMP. WETLAND CROSSING AND COMPACTED ING`UfT5. 5EIPCT FILL SHALL MEET THE POLLOMNG MINIMUM RMUIREMENT5: TO GRADE 25-35 feet beyond the ro O5ed building and Shall be bounded b C. STRIP � STOCKPILE TOPSOIL FROM LEACHING AREA. A. THE FILL 5HALL NOT CONTAIN ANY MATERIAL LARGER THAN 31NCHE5. A. CONSTRUCTION TO COMMENCE Y p p g Y AND COMPLETION BY staked hay bales or silt 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 0 3'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 4 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. o, THE FILL I�,S THE GRgvE1.sHAu.MEET THeFOLLo�nNGGRADATIONCRrrER#A: - LAYOUT OF DRAINAGE IMPROVEMENTS staked hay bales or silt fence. All erosion controls, including 5slt 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 CR05SING AND STABILIZE 5#Eve SIZE: #4 #10 #40 #I00 ►2XX) 4„ P-V C. IN = 120 GAL. 1-1 2" FOR E MAIN DOWN5LOPE OF EXCAVATIONS AND OTHER DISTURBED AREAS Land use ZEO and Wetland Agenda prior to stumps being pulled, %PA55ING:WET51M 100 70-100 "10.50 0.20 0-5 "��---w. grubbing,DISTURBED AREAS CONCURRENTLY. - CLEARING AND GRUBBING OF REQUIRED AREA g g, or excavation. The ZEO and Wetland Agent may modify 1. INSTALL SEPTIC TANK � HOUSE 5EWER. %PA55ING:DRY51M 100 70-100 10-75 0-5 0.2.5 NOIEs J. INSTALL PUMP CHAMBER, PUMP WITH CONTROLS AND FORCE MAIN. •' PERCENT PA551NG THE#4051EVE CAN BEINCRfASEDTQNOGREATI:KTHAN75%iF THE PERCENT 1. CHAMBER' TO BE JOLLY PRECAST 1000 GAL. - EXCAVATION FOR STORM DRAIN PIPE, CATCH BASIN AND the erosion control requirement bared On field GOnditiOnS s0 as t0 K. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS PA55ING THE#10051MDOE9 NOT EXCEED 10%AND THE#2005IMDOES NOT EXCEED5%. WATER TIGHT OR APPROVED EQUAL W/ WEEP HOLE INSTALLATION OF STAKED HAYBALES AT CATCH BASIN adequately control erosion and be clew from the site. ' 2. DOCUMENiATiONOPTE5TRE5ULT5ARETOBEPROVIDEDTOTHeHEALTHD15TR1CT. WATER TIGHT TANK SEAL. PUMP RAIL IFT CHAIN � - STABILIZATION OF SWALES AND/OR SIDE SLOPES AND 3. TR1wlr5 CLEARED: Trees shall be cleared and cut to length and 2. THE PIPE OI=TWEEN THE h10U5E AND SEPTIC TANK 5HALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE 5EEDING OF TEMPORARY DISTURBED AREAS A5 NEEDED stacked or removed from the site. Then the pulling of Stumps, IRON OR EXTRA 5TRENGTM PVC A5TM D 1785 5Cho 40 OR APPROVED EQUAL. 3. FILLMATERIALTO BE PLACED PRIORTOTRENCH E)(CAVATION. NOTRAFPIC OTHERTHAN DURING CONSTRUCTION. grubbing and/or excavation shall begin. TRACK-DRIVENEQUIPNW15 TOCRO55,DUMP,UNLOAD OR OTHEFXSE COMPACT THE FILL AREA 2. LIQUID CAPACITY = 180 GAL/FOOT - TOPSOIL, LINING FERTILIZING AND SEEDING OF ALL 4. STONE WALLS., All existing stone walls that will be removed due 3. ALL D15TR 13UTION PIPE: 15 TO BE A5TM D3034 5DR 35 (4"PVC)OR APPROVED EQUAL UNLF55 NOTED, AFTER TOt'5O1L REMOVAL FILL MATI'RlALTO BE DUMPED AT THE EDGE OF THE STTtJPPED AREA 4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6"OF PROCESSED GRAVEL OR BROKEN STONE AND SPREAD AND COMPACTED WITH TRACK-DRIVEN VEHICLES. 5TOCKPIUNG 15 TO TAKE PLACE 3. 120, GAL. = 0.7 FT ( = 8") OR DISTURBED AREAS FOR PERMANENT COVER. to Street, driveway, rebuilt septic system Or other site 50% OF DIST. SYSTEM CAPACITY. ALARM PUMP 3. DESIGN 0JUTERL!/CONSTRUCTION METHODS AND DETAILS: construction shall be rebuilt elsewhere on the property, or the ON COMPACTED5UBGRADE. UPGRADIENTOPTHELEACHINGARFA THE AREA GRADIENT Of THELEACtiINGAREA I5NOT 6" GOULDS - STATE OF CONNECTICUT DOT FORM 814 (D.E.P.) stones shall be used to enhance other existing walls on property. TO BEDISTURbED. 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 501E EROSION AND SEDIMENT CONTROL 5. DRIVEWAYS: All driveway and driveway shoulders shall be 5Y5TEM A5 5HOWN ON TH15 PLAN. OR APPROVED EQUAL, CAPABLE OFcr PUMPING 47 GPM AGAINST. 8 FT. OFF 8 4. CONSTRUCTION DETAILS: stripped, graded as shown on plan, and graveled. AN driveway G. APPROVER STONE AGGREGATE FOR LEACHING GALLERIES rHALL BROKEN STONE, CRUSHED STONE, OF HEAD. - AS REQUIRED FROM "GUIDELINES" AND AS SHOWN ON shoulders shall be Stabilized immediately upon grading, either by OR 5CREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.0 E.01 FOR NO. 4 5UDDIV1510N PLAN. diverting runoff, mulching, or seeding and hay bales, Silt fence or STONE: SIEVE SIZE PERCENT PASSING BY WEIGHT) PUMP CHAMBER CROSS SECTION , S. INSTALLATION PRDCEDURES• - SEE ITEMS 2,3,4 ABOVE. other approved measures the same day that cuts are made. •, 2-INCH I00 6. OPERATION MAINTENANCE PROGRAM. G, TOP50IL: All topsoil Shall be Stripped and. saved in an area as NOT TO SCALE A. PRIOR TO REMOVAL OF ANY IIAY15AI F5 OR SILT FENCE, shown on the Ian or as approved b the Planner and Wetland -I/2-INCH 90-100 I p pp Y I-INCH 2O-55 REGRADE ANY TROUBLE AREAS AND RESEED AS REQUIRED. Agent. Topsoil shall not be removed from the 51te except a5 in 3/4-INCH 0-15 B. AT THE BEGINNING OF THE SECOND GROWING SEASON, RESEED 3/8-INCH o-s compliance with the Zoning Regulations. THIN AREAS. 7. CONSTRUCTION � DISTURBED AREA: Excavation and t ~ #40 0-3 SEWAGE PUMP SYSTEM INSTALLATION NQTE� C. REMOVE 51LT AT HAYBALE5 OR SILT FENCE OUTLETS AFTER ALL construction shall commence following fnspectlon and approval of #200 0-1.5 - RiES SHALL NOT BE 1N5TALIED MORE THAN 4"(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 GALL1 BELowoRIGINALGRADE. "' OWNER. SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO ELECTRICAL LAYOUTS, PUMP area shall be 5o a5 to contain runoff within the lot to the greatest SPECIFICATIONS, NOTE: BUILDER RESPONSIBLE FOR CONSTRUCTION OF BLDG. AND OTHER extent ossib{e. 8. THE LOCATION AND ELEVATION OF THE PROP05ED 5EPTIC 5Y5TEM 5HALL BE STAKI=D IN THE FIELD BY AND PUMP TANK SPECIFICATIONS. p A LICENSED LAND SURVEYOR. BENCHMARK TO BE SET 1N 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 1N WINTER: When a site will be open during the winter TIME N STAKEOUT. MEASURES SHOWN HEREON AND AS 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. - 9, ALL CON5TRUCTION TO CONFORM TO 5TANDARD5 OF THE CONNECTICUT 1. THE PUMP CHAMBER SHALL BE OF PRE-CAST, REINFORCED CONCRETE. PUBLIC HEALTH CODE AND TO THE 5AT15FACTION OF THE TOWN SANITARIAN. 9. DRAINS: Foundation and curtain drains Sha#I be installed as 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 5Y5TEM HA5 NOT BEEN DE51GNED 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. RESIDENTIAL FLOATATION. _ STONE LARGER THAN 2". INSTALL ANY NEEDED the additions of any drains shall be approved by the Wetlands GARBAGE D15PO5AL5 ARE NOT ANTICIPATED FOR TH15 DE51GN. IN THE EROSION AND SEDIMENT CONTROL DEVICE SUCH Agenda prior to installation. EVENT THAT 5UCH AN IN5TALLATION 15 CONTEMPLATED FOR THE PROPOSED GROUND �EWAGE PUMP_ AS HAY BALES OR SILT FENCE. APPLY 10. COMPLETE 51TE WORK: Finish'grading shall occur as soon a5 PROP05ED HOUSE,A LARGER 5EPTIC TANK AND INCREASED LEACHING EXISTING GROUND FIELD CAPACITY WILL BE REQUIRED, 1. THE PUMPS SHALL BE SUITABLE FOR SEWAGE.PUMPING AND DELIVER 25-60 GPM AT AN OPERATING LIMESTONE AT THE RATE OF 2 TONS/ACRI= OR possible on all lots where there is potential for erosion and for I I. THE DESIGN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND LOCAL HEALTH HEAD OF 10' + PIPE LOSSES. 9OL5/1000 S.F. FERTILIZE WITHOUT 10-10-10 degradation of wetlands and watercourses. Lots shall be finish CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. I CAN NOT GUARANTEE 6`TOP501L 2. THE PUMPS SHALL BE ENERGY EFFICIENT AND DURABLE FOR OPERATING 1-�2 TIMES PER DAY FOR AT A RATE OF I I LBS/10005,F. WORK LIME graded, seeded with perennial grasses Suitable for the re5pect#ve AGAINST FAILURE DUE TO IMPROPER IN5TALLATION, 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. 51 3. EACH PUMP DISCHARGE SHALL BE PROVIDED WITH INDEPENDENT UNION, CHECK VALVE, AND GATE I TOP Of 5L PE VALVE AHEAD OF THE SINGLE FORCE MAIN. Compliance. t-- '� 9s.0 4. ALL VALVING, FIXTURES AND PUMP CHAMBER APPURTENANCES SHALL BE CONSTRUCTED OF PVC OR I I . FINAL STABILIZATION: Erosion controls shalt be maintained on 1 gg •---• OTHER NON-CORROSIVE MATERIAL. MULCHING the lot as long aS they are needed to control erosion and IMMEDIATELY FOLLOWING SEEDING, MULCH sedimentation. 20 FEET T E.LEC 1•ICAL 1. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE PUMP CHAMBER. THE SEEDED SURFACE W{TH STRAW OR HAY AT 12, E*5 CONTROLS: All EIS controls shall be lnrpected on a daily ' 12 FEET 2. THE ALARM AND PUMP POWER SUPPLY SHALL BE ON DIFFERENT CIRCUITS. A RATE OF 1 ,5-2 TONS/ACRE. MULCH berms and maintained as necessary until all disturbed areas are �'��, •�, permanently re-vegetegated or otherwise Stabilized, The SILT FENCE 10 FEET -COMMON FIl1 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 rhall be that of (SEE DEfAIL}� 9 BLOWER. PUNCH MULCH INTO SOIL 13. 5y5tem will be staked in field my lice5ened Land Surveyor STRIPPED GRO ND GENERAL ,>.,.,, APPROXMATELY 2-3 INCHES. /•°j / �: aiQ/+ (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 SEASONS, DISTURBED J[777� �Ni # 2' DEPTH OF BANK RUNGRAVEL SELECT FILL (SEE 3. PROVIDE CHECK VALVE 'AT OUTLET SIDE OF PUMP AREAS SHALL BE COVERED WITH TEMPOARY SRRD AffruRRS NON-WOVEN 94 4. A SMALL DIAMETER HOLE LOCATED AFTER THE CHECK VALVE SHALL BE PROVIDED TO PREVENT MULCH. A. THE 'PERMANANT• TYPE GRASS SEED MIXTURE SHALL EXISTING GRADE (NOTES FOR MATERIAL GEOTEXTiLE (TO BE REMOVED) FREEZING & COMPACTION SECS) CONFl7RM TO THE FOLLOVLMGi 1 © FORCE MAIN TRENCH (5ft DETAIL) 5. SET "OFF" SWITCH AT 8" ABOVE BOTTOM OF CHAMBER SEED APPLICATION BY WEIGHT MINIMUM MINIMUM SPECIES BY VEIGHT PURITY GERMINATIEN j TO BE CONSTRUCTED AS O 10 2O 30 6. SET "ON" SWITCH AT 8" ABOVE "OFF" SWITCH (POUNDS) (PERCENT) (PERCENT) s TEMP CRO551NG 15 REMOVED 20 10 7. SET ALARM SWITCH AT 8" ABOVE "ON" SWITCH APPLY SHADE SEED TOLERANT GRASS MIX BY KENTUcicY BLUEGRASS 25 as 76 (POA PRATNEUEG NOTE; �, „ 8. USE GOULDS SUBMERSIBLE EFFLUENT PUMP EP 411 OR EQUAL AT 8' +/- HEAD, CAPAC1TfY EQUALS HAND. CYCLONE SEEDER OR HYDR05EEDER . (KEEPING RED, FESCUE srY as as WETLAND AREA TO BE RETURNED TO ORIGINAL GRADE CROSS SECTION rA A EXISTING HOUSE 47 GALLONS PER MINUTE SEEDING SHALL BE DONE BETWEEN APRIL I ST �FECITUCA RUBRa) HORIZONTAL 5CALE 1"- 10' 9. PROVIDE PULL CHAIN ON PUMP TO LIFT FROM VAULT FOR SERVICE AND MAINTENANCE AND JUNE I5T OR BETWEEN AUGUST 1ST ANDR-31 : l TEMPORARY WETLAND CR055I N G DETAIL VERTICAL SCALE 1"=2' (FES TALL FESCYS so B8 OCT081=R 1ST IF SEEDING CANNOT BE DONE (FEsruca ARut�nINAGGA I DURING THESE TIMES. REPEAT MULCH VAR KENTUVKY 31) I ` NOT TO SCALE ZONE CHART - RR ZONE PROCEDURE WITH AN APPLICATION RATE OF PERENNIAL RYEGRASS 98 90 1 (LOLIUM PERENNE) 30-40 LB5/ACRE. { ALSIRE CLOVER PROPOSED GROUND AREA PROVIDED FRONTAGE PROVIDED SEEDING METHODS (TERIFULIUM HYBRIDUM) 88 86 EXISTING GROUND LOT (40,000 SQ.F7: RSQ(7ZRRD) (126' RVQUn?ZD) t B. THE 'TEMPORARY' GRASS SEER SHALL BE PERENNIAL RYEGRASS !020 PLEASANT VALLEY 134,SG2.8 SQ.FT. 189.3G' THE RATE OF APPLICATION SHALL BE NO LE55 THAN 100 POUNDS (LULIUM PERENNE) OR AN IMPROVED VARIETY THEREOF, SUCH AS OF THE SEED MIXTURE PER ACRE. WHERE PERENNIAL RYEGRASS MANHATTAN, HAVING A MINIMUM PURITY OF 982 AND A MINIMUM } L GERMINATION OF 90Y. 4 SALVAGED TOPSOIL (LOLIUM FfRENNE) ALONE I5 CALLED FOR THE RATE OF APPLICATION ! LOAM, SEED & MULCH 12 I '�""-" _. ASSESSORS LOT I G-5 134,5G2.8 5Q.FT. 175' I -10, D s, SHALL BE NO LESS THAN 220 POUNDS/ACRE. TOP OF SLOPE'. r---s' Ga TOPSOIL NOTE: FRONT, SIDE' & REAR YARDS REQUIRED & i ;I 96 9 .8 95.3 PROVIDED ARE 50', 20' & 50' RESPECTIVELY t, _ TOPSOIL 2 SET POSTS/EXCAVATE 50' MIN. ' N F�CE MAIN SHALL BE INSULATED WHERE 1 2` I� 2t 6'X G"TRENCH/SET POST BACKFILL FROM REQUIRED 4 FEET OF COVER IS NOT ACWIEVED. WIRE FENCING flOWN5LOPE/STAPLE WIRE MESH EXCAVATION (DEPTH VARIES) 2. FORCE MAIN SHALL HAVE NO JOINTS COMMON Flil 2 ' FILTER FABRIC FENCING TO POSTS/ATTACH FILTER FABRIC TO FENCING/EXTEND INTO TRENCH 15' RADIUS WITHIN P5' OF WETLANDS 94 I 3/8 PER FT. BACKFILL TRENCH 1 COMPACT EXCAVATED 501L l 4 3, FORCE MAIN SHALL BE INSTALLED WITHIN STRIPPED GROU 0 MATCH EXISTING 6' ----�"- G: 2 MATCH EXISTING A 4• SCHD 40 PVC PIPE SLEEVE IN THE APPROX, 6" DEPTH) COMMON PILL 0 02 CLEAN SAND VICINITY OF WETLANDS AS SHOWN ON ( 5 LECT FILL {SEE _ GRADE I GRADE COMPACTED BACKFILI ..� O PLAN VIEWS, (NOTES FOR MATERIAL I°°n 0 l 1 1/2' PE PIPE t � 4, & COMPACTION S ECS) FL---------a.- '�-' CT. D.O.T. 2 15' MIN. l FORCE MAIN o�n 12" m " D. CRUSHED GRAVEL (ASTM D 2239 OR 17 92 1 2 PROCESSED BAST: � Z APPROVED EQUAL) 6" �� �� z ,pRIY �YAY X-- 'ECTION TRENCH CUT N T GRAVEL G"TO 8"DEEP i 30 20 10 0 10 24 30 40 NOT TO SCALE G'TO 8"WIDE S 12" - 1�: ' CROSS SECTION "B-B" NEW HOUSE 1 2'X 4"X 5'STAKES DRIVEN i' HORIZONTAL SCALE I"= 10 _ FOLD FABRIC UP SLOPE INTO GRADE 12"MIN., 4 DEPTH MIN. VERTICAL SCALE 1"=2' 5ET&TO I O'APART, AND FORCE MAIN BACKFrILL DETAIL �'o' � �rA ��>� BY CANTED 1°°INTO 5L°PE tNOT TD SCALE) N".. so, Rolm SILTFENCE DETAIL ANTI --• TRACKING PAD ,OTAIL i (NOT TO 5AALE) l TP#I-Dc -85" TP#2-Depth=85' TP#3-Depth••85" TP#4-Depth=7G' TP#5-Depth-90 TP#G-Depthm9G" NOT TO SCALE 0-30' Fill Material 0 30' fill Material 0-30' fill Material 0-GG" Fill Material 0-3G' Fill Matcnal 0-30' Fill Material 30.85' Li"Pilled Wetland 5oi15 30-85' Ukaly Fitted Wetland 5aii5 30-85' UkeEy Pilled Wetland Soils NOTE:Pipe di5chargmg into TP 3G-9G' Black Wetlands soil 30-9G' Hlack Wetlands 5cil ' LEACHING GALLERY BY LG. WHEATON OR EQUAL (oanFini t/Cl Spha,t) (containrngbnck/asphalt) (=ntaimngbnckJasphalt) GW:6G° GW:95' GW:72'(seepSCn)30') l Fine 9dtJC! Fine 5d"C11�1ay Fine SdtlClaayy 2 L GW:84'(5eep5 @� 1) GW:84'(seepg Q60°) GW:Sa'(sccps®GO') UNSUITABLE UNSUITABLE UNSUITABLE Pt IMPROVEMENT LOCATION PLAN t TOTAL WIDTH O F TRENCH = 6' MINIMUM uNsu�rABLE uNsurrABLE UNsuirABCE TP#13-De wil wlO• PRRC TR3f OBi3RRYRD BY TapSo:l w/organics TP N7-p�ths58' Ti'Y8-Depth TP#9-Depth TP#i O-Depth=84' TP#12-Depth=89' 8-24" fine Sandy Le 5 ROB HELLSTROM _ -- l10i17V or sours YMSOR 0-3' Topsoil w/Organic5 O-3" Topsoil wlOrgamcs 0-!2' Fdl Matena! 0-E' ToFwd wlOrVnics TP#I 1 Depth�86' p� ga 24-10 Comp Frnc Sand y PREPARED FOR C-4' T d w10r sines 0-6' Ta I w/Or riles 56 i 08' Com act Silt Loam/Cla R�!/L'rH DRPAfir" IT 3.22" Loamy Sand 3-22' fine Sand 12-18' Onginal Topsoil G-48' tm5e Fine Sand 9 G-3G' loamy Sand FINISHED GRADE Nov. ��i ���� 22-48' Mottled Fine Sand 22-28' Mott€ed,Very Tight Pine Sand 18-94' Fine Sand 48.72' Firth Pine 5and(possible 4 i f" Silt Lnam 36 g9" Very Compact 5dt LoarNCiay GW:N/O RrStnctrve:24 LAND SURVEYING 28 59" Medmm to Coarx Sand 34-G5' Tight Very Fine sand 5easonaf high GW Table) I I-8G" Mottled Compact Silt 6" COVER OVER TRENCH PER(TEST i1'3 DEPTH I S 112' PEIZC TEST#4 DEPTH 18' GW:48' MOW":22' 25-59' Matum to C 72-84' Very Compact Fine Silt Loam/�lay % 'GW:Seeps®64 Rcstnctive:36' FABRIC FILTER JOhT,N ,FRITZ VG GROUND IiIG 10, 12149 5.5' i:2G is 12:59 7.5' 32 MAIN STREET 1.34 12,5' 1:09 9' DETAILS AND NOTES ' n 1:47 15,25, 109 { t,25" TO MY KNOWLEDGE AND BELIEF, TH15 MAP 15 HEBRON, CT. i , 1 " 1 APPROVED ; sz i5:�5' c39 i.75" SUBSTANTIALLY CORRECT AS NOTED HEREON. 1020 PLEASANT VALLEY ROAD 1 �„ STONE PE RC.RATE: i3.3 MIN-AN. REYNflLOS ENGINEERING _, _ . AGGREGATE 2:02 17:off SERVICES, LLC `` , P.O. BOX 49'7 ti 12„ PERC.RAT2: io MIN J1N. ss E3oGG LANE C1,OLUMBIA, CT. 0623'7-°0497 SOUTH WINDSOR ONNECTICUT } '� a L (fB8S0),4G-741949 THA DRAWING O NOT OR COLORED UNLESS A BEARS to mr,no mv.ma eni,r,omoo 4 aanon,wir ov.Ht o,"o,<a",.d AN E ORp�AL COLOREDRSp IJAYUREAL AND } I i (860) 228--9853 SHEET# 3 OF 3 JOB# 201 2-084 YPI CAL GALLERY SECTION (N. T. S.) - P DATE January 22, 2013 BY ROBIN H. SCALE A5 NOTED FILE # 1=R 12054 t13 ROBERT W. HELLSTROM, L.S. #i 3G26 ArR;l "