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HomeMy WebLinkAboutApproved 11.26.2019, revised 10.22.2019, 10.30.2019, 11.18.2019 - Approved Septic Plan - 130 REA STREET 8/31/2020 DESIGN DATA PEACWLAT$01,RATE:�W MPI SM CLASS WASS N FINE WZY WAV LATERAL MPF I OADING NAT E�0-15 GAt-tftS PER SQ,FT DESIGN FlCMJ 4 SEDROOMS x 110 GALLONS PER BEDROOM-W, C-Al:-O&-,- N/F N/F S'fDMM$lM REWRED 44tj GA-110W PER DAY&�5-2,9M SO-FT Z 03> PEACH TREE McLiANT1 > 0 S)016TEM$QM PWOOM�,USE PRESSURE DOSED PIPE IN STONE IN A BED CONFIGURATION > APPLY 26%REDUCTFICININ AREA,SYSTEM.SIZE PROVIDED�WX 40'�2,20'0 SO.FT, FARN1 SEPTIC!"REOWPEM M%OF ONLY FL-0WDX GAU-0'4 x 2 w 4401 GA"0fIS' NTERS TAW PIKOWOM.LISEWE&SIWWR SEPTIC UW TQlA-t*-NT,SYVmM HOMEOW < 1--N m PUVP 0 O-MMR USE�IEW GAI.LON."UP CHAWER TRUST 4 C�pj ALTEPWE N 7601150"E 150-09 1W ORIP PC--E POS-r-,CNS AT 5 AND 7 MM OCK SEE PIPE 39 LAYOUT OFTNIL F--R SPACWG; V� PERCOLATION TEST DAlt- ORIFICE LOCATION DETAIL lr--LE* RISE-Ps-0 W-1'UN NOT 0 SQALE ELEV,OP PERC 97,j7 6'OF GRACE C-P�T+,OF PERC. 4V714' --cAs 1'RI-111 COVER ST-ART PRE SOAK alm AT ORADE OIF'Ell ENO PRE SCAK 105 Tim a ir DROPPED 1414'04 1 HIS,TEEST ASOR'M-D 104 RISERS AT GIRADE- Pg-"-LATIONTFIST,PERPOWED BY SENJAWN C.OSCOOD JR AND 11101--ESSED BY ERIN KIRCHNER NOP-r-41 ANCOVER�Sk=Ttl 130 REA STREET WITH 2WEXAL CAST Z D DEI-AfEW LINE, DEPAPTMEPCKPRESENTATIVE -RON WYMER PLOP ACCESSAT 4AP 98.A LOT 9 ASSESSORS IN 103 MANFOLD - ---E I&IAZ r OF 1W DOUK Skff�D S-OW 443%S.F. SILL ELEV 10634 7 OP 3;W TO 1-117-=S�WASHIED STOW 102 GENERAL NOTES 04PECTION PORT T Alc -CESSAIE&CH 1 SYS'MEW10T M$IGNED M0 A-CCOWAOC-Al A 13ARSA�SF-GRINDER w MAIX, f 15-LATERAL DETAIL' LATERN-END 2 SYSMENI"41 SE WNW,ARIED AS 8P9-:;lPtE0 IN THE MkINTENANCE N07 E S SELOW OR AS rj-P FeW EREWME-0 BY-n=rLE S. 101 A COVER 1 f IN jR 3,DEEP OBSERVA-0-N-ki-ES PFP,--MMEDONAW,�UST-,3,2.-IOSYSEN�L-,MI COSGOOD ALM BY ERIN 10W--XE;R� VVETLAND UNE DELINEATED N-04`14 AWXMAR HZA-TH DEPARTMENT FWP BY BENJAMIN COSGOOD,jR-, 4 DAELLINQ LOC-ATION-96r PM L,,V-X-ICN AW,TOPWf�IikR-r.INFORMATION T AKt-;N FROM kN ON THE GIROLK-0 WNSY 100 AUGUST 2019 CLF-kN OUT PERF-0-MED,BY BENJAMIN C 0SO-W,AR 5-TIIEREE ARE NO MELIS LESS PHAN-=FEET FROM,r-le PWON 40SEO StMURF-Ace DISPOWIL SYSMM W -PE III, THEERE AREE NOW-- LESS 717M 744 T NO TRIWMARISS LESS TK04 325 F-Ett W-RESER�,OiRS LEESS THAN 400 FFFT AtO N F X ExI87ING GRADE SeUA ARN C-M000�JR.P Z HAS SEEN R-E TAINE D TO FLIRMSH OEStGN AND WCONSTRUMT00-4 R.M 4 FO--I-It s Sues LWAC PE fRuCrlDNsLpER\rSm SEAMAN OSC-00 -RPEICER R iAT THS PLAN 10� W T THE- DSW SUSSLr "E -- A-- DRAINS LESS,tM WFE P&10� RFAMEA�1 ,611.111 99 CF ELEV�_e SyVmm VCLLOWG C--K-S hc 04 DOWD WE TO---F-RULES Of nlig 5,EXCEPT WHERE NOTED'40 GWARANTY OR WARRAN fl,F-XPRES-CED OR IMPLIED, MADE To-THE wmm oR v-r,-vATE usER w-TH Pespeam Funwm ss--m FuNrc--nomNG 98 It LaTLINES SHC-M KRE 9OR TIE USE OF INSTAU04 TK SUSSUlIFFACE DISPOSAL SYSTEM ONLY -E '90M I - 11 i ------- ........ 9,DEED R�FRRENOE- -2,498PAGE 1990 REWHROEDAT ESSEX NW"-REGISTWOF MWS� NT/F I&PROPERTY UMN PROM PLAN#3%6 SS�COWTIf NORTH REMSM OF DEEDS- OF A z V LATERAL"'- It NO CHASM$AM TO BE MA--114 Tl�ft---ZLO VW,.`IWT APPROWAL OF 7FE SOARD OF HFAI-TH AGEW,AND THE DESKGN ENGINEER, 97 L11 �p- SA114D IF FMND WTHE FIELD CONIMZA ARY TO THIS PLAN,T KIDES0N ENGINEER SHW-W NOTIRED-10 REDIEESIGN'LmE HNVANG INV. E CONST NOTE 431 PLAN, 11 l"S PROPER-WIS NOT LOCATED IN ANITP0GENISENSITA.TARE-A, 96 131 THIS PROPFRT�,$WTILOCATEV IN"HE VWERSHED OF LAMP=104EOCK A6 E'-EV�9737 4 Se-NER 95 Esmaw 40 W 001 WRIER CONsTRuc,nON NOTES m N, A7 SISTALL CLEAN 0,��Jl AW�j RE�RCQn-M NEW TW 1 SC0K0FV4W,INSTkUATKIN OF SLaSNPIPACE SEINAGE DISPOSAL SY67EVINGLUDING THE FURNISHIWGO�ALL LA-ROR i;�6iCT WATER UNE KAMIRAW T OP ELEV=98 r, P,kNINACO�- E WITH 310 CW It 00 STATE r;WPONMENTALCODE TITLE 5AND I�HE WINIKAI P-100REMENT-6 FOR TM 0 ------ 94 INSTALLATM 0,SUSMURFACE SEMGE WPOSAL SYSTEMS'IN MmE TOM Of-NOWH APWVER�W THE EVEN r OF A CONFLICT 71 -E: SOT ELF4 m r-IM- THE MME RE"l-, PRONAMION SKMA�APPI-y- -4 PRQ��D SINGULAm 26 VVETLAND i TREATMENT TAKX 2 CONTRACTOR SHALL EN(CAGE DESIGN ENGRIJEW M--Q0,A0E,-S-W-LT PIM AND CERHFCX�TW-ONSrlUC-^- NO DWCURB ZONE ELEV�96,65 CCA"UES VffH IM DEMM F4-AN 93 3- CPWm,MMOIL OMMW.TFe M*TM SAS A-NO 17-rWER 1,INSUMABLEE MATERIAL SPECIRGALLY T�E A I-ORZON SHALL--E z OUr-ET ELEIJ�96,31 REWAAD WT�M A 6 FCOT HORIZON'TA-DSTAING-E RRZIM TNE 604-ABSORPTION SYSTEM 00 REr--A--E'-WTH SAND MEIE-NG ELEVAIIGN Of-,E 00-1 OM Q�SAM M TVIEN T�E TE-M M-,W TD�"E DIM whwmcn- SMU SEATTHE"M El-WVAnON AS'Ile TOPOF THE Iff-TO IW STONE 92 ----qcc-0seDi= "ON SYSTEM PROFILE EL VA ON W�- Fnj JSED"I-sfE O-EmLi 04D FREE PRW LAPGE-5-0-#4ES.W-4 ON MORM,STOMPS;OR OT.HER DELETERIOUS BENCHMARK pwpl- R mg�T=i A� 21 SCRLE 1� 20'HOk:V 21 VEPT. MATERIALS 5K,-&a CORNER OF Bomm sTEP n SINGULAIR CONTROL 01-1PLET ELIEV ;,$0ERC-ROUNID UnUMES,SHALL BE LOCATED PRIORTO C04STRRUCTION, 5 &--,0^-kWTOPFEDV0TIl 4 INOPES Oz'TOPSOIL RAKED FREE OF STIONF-S.1-EffnUZEM�AND.SEEDED EXISTiNGTO-Soll, A4 ELEV=100.0,0 ASSUMED DATUM 91 6 DAMAGED WY-.H-C-ES ANDEQUIPMEN-I ON EXTERIOR OF BUILDING SeAll RammN UN sa� INTERMITTENT PROP,SINGULAIR 810-KINETIC- TREATMENT SYSTEM SE CUI t-LUSH-,0 TIIE GWX#C,S7nWS SHAAA,BE I'MMOVED 7 TpeM BMASK swulas AIQ 0-1"Est VEWTATION SKk-1 STREAM ELEA,-MO WTEPAJA W EXMSS MLS W'IFERIA1,6 SLIAIX BE 016PMEr OF OFF SrI E, t EXInT 14L SEFT IC TAW$PAU HE PLWM CRUSHED AM FILLM VOTH SAND I=FROM PROPOSED 1000 GALLON AG,WNCWAW,FRWT MOW COMeE R 0 1�SOT I OM PROW,S W 00(AISSUMED DATLU.1 GIS I FILL IADER"f--SEVI-IC AND PUW TAW,IF REOUIRED ShALL BE PLACED IN 121 LIF-S AND NIECHANir-A-Y COMPACIIIEED PUMP C14-AMBER PORCH I 11 OCIS-11W BUjLDlW,3 SF,'--R SKALL Of CUTTO ACCOMNODATE Tj-E WW SEPPIC TANK kNO CLEAm OU-NITHCLOCKMON MAPPING 1Z EROSION CONTROL wraALSIC CENEW 13, W GMAC-:ON A FWE EXISTING I, I- TOPSOIL STOCKPLIE AR COWAC'SKSE- -+ ING MAaNETIO LOCK-,,,*-1 AM SHALL BE PLASED 6'ASOVE OIPING�SEP=lANK DISTRISrr0N BOX AND LEACH FIELD P-,PNG. j I CLEAN::7 �H ACI 14 DWELL. S, Q PWQ I -MRS AT FINISH GRADE WU BE SEWREC TO PREVENT L04MID40RIZT-D ACCES!iL A Ou T 15 MANKIPLECa SILLELEV100.64 "NREADED CAP BOX SKALL SE MOUNTED ON rE EXTERIOR OF THE SUAWANG WHER-ENDICA7ZOD ON T�e PLAN 2PVC PRESSURE GRADE 46,61�R CM CAST RON GA NCI ROAD -�DELIVERY UNE SLEeVEATI GRA-- IF OR GPOUINC SLRFACE LOCKABLE 149-MA RATM EXTERM VOTERPROOF EW=,%RE LEGEND z 47-77�- , MAINTENANCE NOTES 100"WETLAND �EXISTING' PROPOSED GRADE I EFFLUENT FILTER SHALLSE 06-PECIED AND CLE-AIWED ANNUALLY, BUFFER ZONE T Di S0r.,kALR-PXATWNT A MAIN-1 ENA OM-rRACT WKITH A IANK R RA 'E EXISTING GPADE jr, 40 MIL POLY BARRIER 12'OVERLAP "MANIFOLD LINE 6 fn L Al A2 SOIL LOG FUTURE TANK! WErLANDS LINE LOCATION' LIMIT OF SAND 4SCH11 40 PVC NxV 9.04 ---BMW 9-537 V lCONST.NOTEE 3 OFFSE7 TPI LOC TP I ATION OF I mr.10 -RELOCATE EXISTING P�CUREV C-IWCR�E -T FEASIBLE V 1 DEprp sommoRizaN SOP.M-xrR--- Somr-OLOR sca-Mor, -S 'AN BE 50r WE�I ID OFFSET SL sr. WATER SERVICE UPGRADE SYSTEM I -8-4w Fli -4-AMES I IIARMS SCP,A�,PVC 4V nE-,WE 40 --A r�-, NEI.AlWATER SERIACE FCA W-UNE W-NNECTIOM IOT BUFFER ZONE 3000 SQ FT,LEACH AREA I 3r-w I -Ab 17yp 211 Ar FS-OW OF LINE� i j� W67 W-48' f POW -,-y 4aq YR SIG U SE PVC 45'BEII10 OR E-DO j' 10'FROM LEACH FIELD N A EROS-10-N OL --------------- 4F 1W." 9 Cd V-18L sy V3 11WEN1,69VI N0=STA-11CIIW- NORERQSAI� TP 2 APPROXIMATE I-OCATION EXfl-zTt,4C-SPOT GRADES 99�99 R A c EXISTING 2UX40' H- TOP ELEV 9930 ESHGW 955,33 FLOW PROPOSED SPOT GRADES 910-99 LEACH FIELD LOCATION OF E REDUCED I NSPECTION PORT TEST PIT V-Eml son HmIzoN Son' SOF; SC i i - CVLOR A40 t 1 4- Ap st loyp I OVERDIG AREA, TYP OF 2 CLEANOUT DETAIL DEPCOLATION -,T-2A, sw $I, I evp 4-3 N 76211 NO T TO SCALE 4 2e�-laws- c Ls 2 SY 54 Q2Ir V 3, 30 -T PR( I- -N IERT' TER C-4RE WE T`0,lA F-ANW-Y PINOW, simaxwea Nu REFLMAI "V REik Y TRUST M REA STREET TOP mlvl 98-OD ESHGW 94.813 5yw T-T-REE PROPOSED SVBSlURF-NCE -40 MIL POLY BARRIER NNO"l -A-1,10101VMMA018A� SE-WAGE DISPOSAL SYSnlXl SOILIMIZON S01-TEXTURE -%OM CC9,OR SO%110TIIJNG 1 r 0-CMV RON hWOiDIE FR** -S TDONTER, w 1-, 1 - LOCAL UPGRADE APPROVALS CONSTI RUCTION ACCESS LOCATION L.SA.Cl IAMS-4�IW�115 a WW--3 130 REA,STREET-NORTH AN A�-z..OWA REDIUIC�,-,ON IN"HIS Of'F$ET TISTAW�E BETWEENTRE L�CH FIELD AND 1-�FaUtMLA710N,FRON42V FeElREa-INFIED 3V-5r I aw SL 10 YR NIT RICEENED ASSESSORS NvLXP 98.A.LOT 9 BY TIOE 6 SEC-PON TO 17 FEET, Er4v C-0 I ,A-III 5Y 413 3w i s PREPARED FOP, LOCAL BYLAW VARIANCE W-ILLWN-I P.WOODCOCK ow bom I EST PITS PERFOR�ME-ON IVIGiWT 13,204 BY SEWANN,C OSGOOD,jR,R-AJQ WNTSSED ALLOVIA REDUCIT-ION IN-1,E OFFSET DISTAME SEWIFEN T-HE LEACH FIELD A,%D A AlETI-ANDRESWRICE AREA FROM TOC FEET 130 REA STREE-1 NNOURTh ANDOXTR,NUX HIM I C�ER-IFY-,0 TI-E FOVWNG: SCALE:1" 20' SEPrENIBER 9.20)19 TITLE 5 VARIANCE I ILI T -PR%OVED 8'RI DEP 9 1 1 REVISED NAT IN�M-VVAER I M I PASSED A MR EVAuATOR MAMWIM A, Y IE ARTMENTrOF Ir OMIS-INTINITH I-T I OW-ELO Km Wk70N "'A-1 VQIC-NO sCRI-S7 ALYSiSV"PERFOR-DaYME, I A- Ili CATION Cf A LEAC-1,VIEI�DIN G%IATOR T�"90 MIM Pt tC -'R�t?MPERWII NIP EWM00AENlALPR07E,CAANDTKATniEASONrEW ON-CA-�l RCIW REQ-61,11WO TRA00-1G,EXPER-11SE,AND EXPEFcEWE C-ESCRISED IN 310 C-KR 16 01 00TAWEQ)W UEU OF tWhNr,A PERV-A=!!---,N TEST COWLYING-v%7H 5-SECTI-Cw 16,24& W-2 I 19 2 ALLOWAREWCT-�0,'41N-REUC�VALOF'JWrraD-EV-,'T=-PA-LREC-Oif�F-OBY-�r--,E$SErZr-St4l5,2!!- FRON14-3SAMIAMNrTO mr-i ]BENJAINIMI C.OSGOOD,JR.P.E. 101-30M9 THE EMSTING W LINE- 1 CERTIFY LIDONT014S.ELeWIONSSAND TIES TMOWNC-N r-.JIS VIA-14 lRF$DLT M_IM AN A1,TUAL Sjff-,,-.Y MADE C-N'M E 1v 8119 157 BLLTFF STREET C-"-M DESIGN NOTE SALENTI,INTH 03079 1 LAW Ti*TRAINOW-REQW10D TO DESIGUN ANDINSFhLL'ImE$TV-'ULA-lR TREATMENr S-IST.-MAW THAT T�,z (978')4-15-13224 (603)458-2883 OESQN I-N-,HIS PlA%CON THEMIIOSACHLMRT�i DEPAPPI;�LOVA��ORFZ-�MEMLL�SEA�C�r�-ECk-,4P�k4- THtS DES10%Vrwl-ZES A COMBIKATION OF A REDW;-WN IN T-1-REWARED-1-ACH FIELD&ZE OF25%AMA REDUVWN WITME MOTTa-MOPLF-ACHWOW 31 110 _�;� ONS OR 6600-DAURY DESIGN QU WCE AWC TO' I VATER ED� OFFSE GFIOLN, Q 02'AS-=W--*"RPEDEPS ND-APDCOP4'-IlW DPLAV�IS BY: ShERTI k CMCKED BY: !IN!-­kPPR0-,VlzD FOR REMED-AL UW SEC-ON if 5� B.C.O.JR� lof 2 B.C,O.Jr. OBSERVATION TUBE DETAIL DESIGN BY E5 rER-I j--R _EG IGALL CKWSE TPROP( -sakAWWOF DEISM WiTTOVDALE I- MAP WT SCAIE '14 r 0 Tr 2n I cj�"- L