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HomeMy WebLinkAbout0212 LONG BEACH ROAD - Health 212 Long Beach Road Centerville A = 206 002 TOWN OF BARNSTABLE LOCATION Z/� �C1 1 - g -�r u.,fl. SEWAGE # J I F VILLAGEZ� ASSESSOR'S MAP & LOT bG 2 INSTALLER'S NAME & PHONE NO. ,'I9 - (/S SEPTIC TANK CAPACITY 16 d LEACHING FACILITY:(type) X e ; (size) 3. NO. OF BEDROOMS 32, PRIVATE WELL OR-PMM/-C6 WATER BUILDER OR OWNER -:4WAf DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 1-,/' J 5 ' S -T4 AL > soy 5 � No Lf� THE COMMONWEALTH OF MASSACHUSETTS ,. E30ARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Di"uuaf Works Tonutrurtiou Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (�) an Individual Sewage Disposal System at: V .�,5F.&1 .. .-•................... ............................................... ..... ............ .. .. . -- ot NQ y o i n- ress •-//n. .. ------------------------------- .... / ...... caner W //�� re 4111 Installer Address d1 PyVpDeofilding Size Lot-•••- --------------------Sq. feet aDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity./) .gallons Length................ Width................ Diameter.............__. Depth................ x Disposal Trench—No. .................... Width... R. .._...... Total Length..A 4_...... Total leaching area....................sq. ft. Seepage Pit No.........:----------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY.................................................................4........ Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... fs. Test Pit No. 2................minutes per inch Depth of.Test Pit---:................ Depth to ground water........................ Q+' ------------------------------------- •------------ •--------- •--•------- ------------- •.... -------------- •-•-•-------------- --------------------_----- 0 Description of Soil................................................................................................. ------------------•--------.......----------••......••---•.........--- x (� --- •---------------------------------- •-------- ---------------------------------------- •-•-•-------------- •------------------------- ------- -............... . ---------- ---------------------------------------------------------------------------------------------------------------------------------------- -•------ •••-- ----------- U Nature of Repairs or Alterations— nswer when applicable..-___�,P �f�...__ K6..._� _ ..s �.. �............... Agreement: ;i' �'7 C The undersigned agrees to install the redescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has en issued by�t§board of health. Signed _ ... . - ---- ............. .. .... Application Approved BY --- -- -- ----- -- ... . ............. ........ . ...---------- 1/ - --to-- -- . Dat Application Disapproved for the following reasons- ..........................................---------------- .......................................................----............... ...--- --. } Permit No. ... .... ....... ... ... Issued Date i Date No---� -------- FEB THE COMMONWEALTH OF MASSACHUSETTS It' , BOARD OF HEALTH TOWN OF BARNSTABLE ApVtiratiou' for 13hivviial Works Tonstrudion ramit Application is hereby made for a Permit to Construct or Repair (X) an Individual 'Sewage Disposal Systemat: & Rd........................ ......................... ............................................................. o ti n-A ress Lot G ........................................ _V1.......... 7*-----­--------- ...... wner Address ............. ............ .................. ...... ....._AZ 9:C, - . .......................... Installer Address e of Building Size Lot..--------------------------Sq. feet P U Dwelling—No. �f Bedrooms............................................Expansion Attic Garbage Grinder 44 Other—Type of Building ............................ No. of persons.........._.._.............. Showers Cafeteria Other fixtures Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. Septic Tank—Liquid capacitYJ50,0..gallons Length................ Width....--._._...... Diameter---------------- Depth.._.____._._.... Disposal Trench—(No..................... Width..9R.*.......... Total Length__A�,"5 Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.............--..... Depth below inlet........._.......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date---------------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit.......___.......... Depth to ground water.-__-................-_. pz, Test Pit No. 2................minutes per inch Depth of Test Pit------_----------- Depth to ground water....-__--._._._.._.._... .................... -------------------------------------------------------------­--------------------------------------------------*--------------------- 0 Description of Soil........................................................................................................................................................................ ...................................................................................................................................................................................................... ...................................................................................................................................... ............................ U Nature of Repairs or Alterations—Answer when applicable.----- ........7-0:.....�. . ........... . 4 ................................................../ j ... .......... .. V7­ Agreement: The undersigned agrees to install thAf redescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has�.een issued by the board of health. Signed ........ ------ -------- te Application Approved By p . ... ........ Application Disapproved for the following reasons: .................................................. ........................... ............................................ ............................................. --------------------------------------------------------- - .....................................D..u..e....... Permit No. — --- Issued Dae ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Gertifirate of Toraptianre TH is T CERTIFY, "at 1) the Individual Sewage Disposal System constructed or Repaired ./T I by....... ................I....... .......... --- - ---- ............... ------------------------------------------------ ................................................. ------------------------- . Installer at ......... ........ ... .aA, . .. ....... -------------------------------------------------------------------.4 ------------------------------------------------- has beeninstalled in accord'�nce with the provisions of TIT ),of The State EtViYAronmental Code as described in the application for Disposal Works Construction Permit No. �1_1_ dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BECC-ONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY.- DATE.......................... ........ ......-----------------------_-- Inspector ................... ...........--------------_----- .......................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No .qA........... FEE.._ ... Permission is hereby granted......... .................................................................... to Construct an 4d i(or Yepair (_,,e) - I ividual Se!wa e Disposal System am atNo.. ......... .........A,-fP-A .... ....................................... Street f 1 10) ---------------------------------------- al.Works Construction;e(P-e�rmit No ed., ............... ........ as shown on the ipplica Jo for Dispos. -------------- lio . ..... ........................ ..... - ---- --- - -- .............. ........ --- DATE....... ...... Board!Kofr� a ------------------------ FORM 36308 HOBBS&WARREN.INC.,PUBLISHERS GrVrN Ro�(� CLo,%T i GAuNDRy. '. - o -f BgMW4 N E .I FIT TIn/ @@F � 40' EARN SASN I. • WPOM 2 i I + MaSTE BED1�mM : .19 n - 40 14 - i 8 *TNFaoi4 3 4 8 0 f � � RooM 1 N� t6n" r � � r FILL AND LOAM LOOP ENDS _ 2_Y 10_IS gZ RE\I lSE Sy STEM - I... y..:.... . W/PERF -� Tp S 13EDRDDM a1-Eq Nvc s �=000s--- PIPE MiS SHOW -Top rFID. 80TTOM o DEPTHTIV6 � _ . ._..... ��'`}' �_ t F.F. _E_LEVS. PROP. DECK NorE a4 It . 22' — - Crl RAC_ NOTES: PROFILE FINISH GRADE IL LOAM 9 SEED THIS P;-AN 4< i!.iR OFSIGN AND �l11F#/ 'JIV`;fsU' T':JN ,iF� THt. SEWP,vL an i P(,.`_;A'. F p,Gili1'; ONLY. ILL AND .LOAM---.,,., 2. MIN OF 1/8" TO 1/2" 1. ALL CONSTRUCTION METHODS AND WASHED STONE MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD po `gym OF HEALTH REGULATIONS. 4 - 9 3/4"TO I I/2" DOUBLE 3. ALL PIPES LOCATED UNDER PAVEMENT TYP se WASHED STONE OR TRAVELED SHALL BE SCHEDULE �o -I (no tines) 40 OR EQUAL. P � D� ° , y 4. THERE ARE NO KNOWN WELLS risii��ui�riu=_ nuu�=ii�ruisn�: I:►�ir LOCATED WITHIN 100 FT. OF THE PROPOSED LEACHING FACILITY NOR 33.5 ANY WELLS PROPOSED WITHIN 100 FT. OF ANY KNOWN LEACHING FACILITY. CROSS-SECTION S. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER, INVERT ELEVATIONS: 6. INITHIN, ;imi1 OF CXCAVAT ON REMUVC AL.. 1 UPSOIL SUBSOIL AND OTHER 4" INVERT AT BUILDING 6.93_ IMPFRViOUS MATERIAL. FOR 25 AROUND SYSTEM AS SHOWN ON PLAN. 4 INVERT AT SEPTIC TANK (IN) 6.70 ; 4" INVERT AT SEPTIC TANK (OUT) 6.45 7 REPLACE WITH CLEAN WASHED SAND 4" INVERT AT DIST. BOX (IN) 6.25 OR OTHER. CLEAN GRANULAR MATERIAL HAVING A PERCOLATION 4" INVERT AT D.IST. BOX (OUT' 6.08 RATE OF LESS THAN 2 MINUTES PER INCH BEFORE AND AFTER PLAULMENT. INVERTS AT LEACHING FACILITY: 8. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. 4" INVFK7 AT BEC>INNING THE CONTRACTOR SHALL 6E RESFON- OF LEACHING BED 6.01 S16L E FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- 4" INVFRT AT END STRUCTION ACTIVITY WITH DIG-SAFE OF LEACHING BED 5.90 AND THE APPLICABLE I UTILTY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. ELEVATION AT BOTTOM DIG-SAFE SHALL BE NOTIFIED PER OF LEACHING BED 5.4 THE STATE JF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 OBSICRVED GROUNDWATER AT TEL. 1-800-322-4844. THE ELEVATION ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SU"ISURFACE STRUCTURES AFtF SHOWN. LUCA;IONS AND Ls.L /AIIONS OF UNDERGROUND UDLITIE�. AK N F'F;OM RECORD PLANS. THE CuNTRAL TUF% SHALL VFRIFY SIZE, jrA JUN AND INVERTS Uh JTILITIES i AND STRUCTUREC AS RFOUIRED PRIOR TO THE STAR1 OF CUNSTRUCTION. DESIGN CRITERIA: DESIGN FLOW: 5 BEDROOMS AT110G.P.o.;'D 550_G.r•U. p — The BSC Group INC. NORWELL RFQUIRED SEPTIC TANK: -- 550 x 1. — 825 GAL. WASHIN;,TON STREF T SEPTIC TANK PROVIDED: = 1000 — GAL.' 29✓ I SIZE OF LEACHING FACILITY REQUIRED: NORWELL, Mk. O2.U61 DESIGN PERC. RATE:—..--- 2 MIN./ INCH (617) 659—7981 RATE = 0.75 Gal/s.f. 0.75 = 734 s.f. 550 s ASS(]ME 22' x 33.5 'x 6'LEACHING BED PROJECT TITLE: - SEWAGE DISPOZ)AL ; SIZE OF LEACHING FACILITY PROVIDED: USE: LEACHING BED_.___. SYSTEM DESIGN 6' SEER x 33.5' WIDE x 22' LONG AND PROP LOC. OF DECK TOTAL LEACHING = 734 S.F x . 75 GAL/SF WITH FOUNDATION ELEV. - 550 GALS. LONG BEACH ROAD CENTERVILLE, MA LOT 212 f I A t. PIPE a STABLE BASE 6" MIN. 3/4" TO CONSTRUt,TI . VkMRL.�,IE(IYEL... 1 1/2" STONE PLAN VIEW a - 1 Inri t TEE ' — " - �---•--- 30 1 f2" q ...4^`, a' 4 -1 d MIN.F" UUTLE T ,•S. INLETS _. C" U �I { TEL PRECAST DIST. I . . 11 `• � 60x ` 661 TOM ON ILYE� STABLE BASE � -.3 MIN. :%4" f Ft(a'' "ELTIiVN VIEW CROSS-SECTION .......... _. ---, S / 24, / TO<v�� °`. E S' VOF FOUNDATION 0, FF ELEV. 2.26 �.., I.00'.FROM ,Q CO/DH O.H.W.= FACE I FND :ONCRETE CRUSHED RE?AWNG WALL _ S T OIvE. DF VIE- DANIEL PACKARD. S �` 212' _ o a W 1000 GAL. o SEPTIC TANK a o 4- -4 I0, 0 �CqC S i 2-5 w pL z h r a G. " on 31ci 30 0 N 141.4�''• .- CB f'DH 49 6 30" E FND HEDGE N 83'57 N 06*3750" W \ ° 5.00' GR A.D ►N G T� SPRINKLER MATLH �XtS� CONTROL DKl v E W A-4 ;y pLgHrEQ ° W 0 218 � tD • to .. 0 CDE KALMAN z. 0. SEPTIC �- / - . SYSTEM `l LOCATION m v POSTS (�X/s T//V G) SECTION-B . LEAC�a�GG Pa�� � DETAIL: REVISIONS SOIL TEST PIT DATA: INDICATES __s_ p©SCRTED SEPTIC TANK DETAIL. 1000 GALLON DISTRIBUTION BOX DETAIL: DB - 7 �,.L_ NO. DATE DESCRIPTION PERC. _ NQ,7 TO -S A NOT TO SCALE 7 FINISHED GRADE / 9-16-q2 a„dg,�.4raCi TEST - GROUND WATER NOT TO SCALE 5 5" OUTLETS NO. OF OUTLETS � c �„ c o �e TEST PIT P-7856 TEST PIT TEST PIT TEST PIT 4. INLET AND OUTLET TEES TO BE CAST IRON, �- NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. REMOVABLE 2 WALLS NOTES: FILL AND LOAM-, LOOP ENDS Z REVISE SNSTEM GIRD. EL. 4.7 GRD. EL. GIRD. EL. GRD. EL. REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. COVER 1. DIST. BOX TO WITHSTAND H-20 LOADING. �7iY. ., .:'r�'� .ti.:• �.. ,., •r.:. W/PERF 0, GW. EL. 1•4 GW. EL. 0. GW. EL. 0. GW. EL, 2. SEPTIC TANK TO WITHCTAND H-20 LOADING. 5. RECOMMENDED MANUFACTURER-ROTONDO OR o:.v•..'' 2- IC0__a awRfORATED raVC _ PIPE TO 5 13EDROOM TOP & SUB U APPROVED EQUAL. 'v'•`"�'`•+' '�`+'''`� 2• PROVIDE INLET TEE OR BAFFLE WHERE SLOPE S =0003-+ T T . OF PIPE EXCEEDS 0.08 FT./FT T OR IN b8 � $ 1' SOIL 1' 1' 1' j 3. ALL PIPE CONNECTION; AND CONCRETE PUMPED SYSTEM. LEVEL OTTOM a DEPTH IVE6" CONSTRUCTION SHALL BE WATERTIGHT. �; ~- ?.- 2* - MANHOLE COVER 18" MIN. m�•l. 15 MEDIUM SAND 2' 2' 2' BROUGHT TO FINISH GRADE T 3. FIRST TWO FEET OF PIPE OUT OF DIST. 6" 8- i BOX TO BE LAID LEVEL. (FILL) ` 2 2' - 3• 3' 3' 3'- d/ 12" MIN�r " :'v v + 4. RECOMMENDED MANUFACTURER-ROTONDO GENERAL NOTES: PEAT & FINE s'-s' COVER 4 �a - ° a a �', T bib �-b �� q,ao�, " OR APPROVED EQUAL. HROfIL 4' SAND 4 4 4 8'-0" e•�;••�`; �,'�`:r `:••�:•`•` : :r 2 o - - LOAM 9 SEED BOTTOM ON LEVEL /X 5. ALL PIPE CONECTIONS AND CONCRETE 2 /o MIN. FINISH GRADE 1. THIS PLAN IS FOR DESIGN AND NORMAL WATER LEVEL STABLE BASE 6 MIN. 3/4 TO CONSTRUCTION SHALL BE WATERTIGHT. 5' 5' S' 5• 1 1/2- STONE 111-N1_J •q�c�r/ CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. MEDIUM TO 3" PLAN VIEW tI 12"MIN. �FILL AND LOAM--,,. 6 6 6' 6 T - 12. ALL CONSTRUCTION METHODS AND FINE SAND d INLET TEE ,S IN ? WASHED" MIN OF STONE I/2' �- 4'-10 Lf 30 1/2- � MATERIALS SHALL CONFORM TO MASS. 7' 7' 7' 7' - PRECAST - = 5'-5" �' D.E.P TITLE 5 AND LOCAL BOARD 4' 4' 4'-6- s o OF HEALTH REGULATIONS. SEPTIC - + o o „ , - 4'-0 MIN. OUTLET 11 s 3. ALL PIPES LOCATED UNDER PAVEMENT TANK - 4'-10 2 -6 4 - 9-� ° 3/4"TO t I/2" DOUBLE OR TRAVELED SHALL BE SCHEDULE 8' 8' 8' 8' - LIQUID DEPTH TEE 3,5' INLETS TYP 1 YP o WASHED STONE PRECAST DIST. �` ` 9' 9' 9' 9' ::. �0 O (no fins) r BOX j" U •4o b� 40 OR EQUAL 10' B.O.P. 10' �;�•, . +� (CAVING) o°c BOTTOM ON LEVEL STABLE BASE °1'fc 4. THERE ARE NO KNOWN WELLS 11' 11' 11' 11' PLAN VIEW � 3" :a;rett�U=►r;lMe�i! nl/i�=�ui�lia 'r�auv�aii�s�u�nl� laiur LOCATED WITHIN LEACHING FT. LI THE PROPOSED LEACHING FACILITY NOR r � /// 7 1/2- r- 33.5' ANY WELLS PROPOSED WITHIN 100 FT. 12' 12' 12' 12' 6 1M1N 23 STON� CROSS-SECTION VIEW CROSS-SECTION 5. THIS SYSTEMOF ANY IS NOT RING FACILITY. / CROSS-SECTION DESIGNED FOR THE USE OF DATE: 2-20-92 DATE: DATE: DATE: A GARBAGE GRINDER. INVERT ELEVATIONS: 6. WITHIN LIMIT OF EXCAVATION REMOVE TEST BY: TEST BY: TEST BY: TEST BY: ALL TOPSOIL, SUBSOIL AND OTHER THE BSC GROUP _ 4" INVERT AT BUILDING 6.93 IMPERVIOUS MATERIAL. FOR 25' `� _ WITNESSED 8Y: WITNESSED BY: WITNESSED BY: WITNESSED BY: _v\ � 4„ INVERT AT SEPTIC TANK (IN) 6.70 AROUND SYSTEM AS SHOWN ON PLAN. DONNA MIORANDI & JERRY DUNNING 4" INVERT AT SEPTIC TANK (OUT) 6.45 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: 7. REPLACE WITH CLEAN WASHED SAND 2 MIN./INCH MIN./INCH MIN./INCH MIN./INCH 4" INVERT AT DIST. BOX (IN) 6.25 OR OTHER CLEAN GRANULAR MATERIAL HAVING A PERCOLATION 4 4 INVERT AT DIST. BOX (OUT) 6.08 RATE OF LESS THAN 2 MINUTES PER INCH BEFORE AND AFTER oy� PLACEMENT. DATUM: INVERTS AT LEACHING FACILITY: p ?4' 8. EXISTING UTILITIES WHERE SHOWN 1 x 4" INVERT AT BEGINNING IN THE DRAWINGS ARE APPROXIMATE. VERTICAL DATUM: EL = 4.83 (NGVD) /��/ 00 C-) / THE CONTRACTOR SHALL BE RESPON- ` OF LEACHING BED 6.01 SIBLE FOR PROPERLY LOCATING AND BENCH MARK USED: TOP OF CONCRETE BOUND. ems, ,JJ COORDINATING THE PROPOSED CON- ® S.W. COR. LOT 218 \1Po• ��3 4 INVERT AT END STRUCTION ACTIVITY WITH DIG-SAFE # < 5.90 AND THE APPLICABLE UTILITY } spa I OF LEACHING BED COMPANY AND MAINTAINING THE F EXISTING UTILITY SYSTEM IN SERVICE. ELEVATION AT BOTTOM DIG-SAFE SHALL BE NOTIFIED PER OF LEACHING BED 5.4 THE STATE OF MASSACHUSETTS o - 100 FROM �` II STATUTE CHAPTER 82, SECTION 409 } ��`" M. ��� OBSERVED GROUNDWATER AT TEL. 1-800-322-4844. THE PROFILE: NOT TO SCALE: ' P � ENGINEER DOES NOT GUARANTEE M.H.W.= FACE CBNpH i ELEVATION 1'4 THEIR ACCURACY OR THAT ALL CONCRETE CRUSH \ ( UTILITIES AND SU3SURFACE STRUCTURES RETAINING WALL R \ ARE SHOWN. LOCATIONS AND FIRST PIPE LENGTH + STO IF,IV ELEVATIONS OF UNDERGROUND UTILITIES TO BE SET LEVEL DANIEL W1AY OS�'S/_� CTAKEN ONTRACTOR SHALL VERIFYSSIZE,E EL.= 12.05 FOR MIN. 2' PACKARD - ��� 212� 4 PVC PIPE, LEVEL THROUGH INFILTRATOR D S „ ELEC. BOX LOCATION AND INVERTS OF UTILITIES FINISHED FLOOR MANHOLES k COVERS AS REQUIRED LO / /PROPOS D AND STRUCTURES AS REQUIRED PRIOR +� z G.G EL.- 9.5 ( pRING TO FINISH' GRADE•) 2"-1/8"-3/8" DOUBLE WASHED STONE TO THE START OF CONSTRUCTION. � F.F.=12.05' f �' � �-- 2" MIN. EL'= S'S Y GAL \� LIMIT OF ExCAV TION DESIGN CRITERIA.- Li ' S PTIC TANK/ i 4" PVC Q lo' CE 33 S, SILL p 2 SCH 40 4" PVC SCH 40 ' 31 4" TO 1-1 2" DOUBLE WASHED STONE ///� �P Lon MIA/ / qC / EL. 5.85'i DESIGN FLOW: LEACHING BED 08 7 gem! G i 25, I w I 5 550 = 6.93 1-6.45 tD 2 i BEDROOMS AT110G.P.B./D G.P.D. • E 6" Z 1= 5.90 SILT FENCE No m 1�' o 1=6.70 I=- 6.25 I=6.08 m BOTTOM EL.=5.4 No P TFT) 1 r f 5 OUTLET _ i DIST. BOX o 1 ON rrl £ The BSC Group INC. NORWELL.„ PRECAST CONCRETE HIGH WATER EL.1.4 Z SEPTIC, TANK REQUIRED SEPTIC TANK: / \ 550 x 1.5 = 825 GAL. NO•fFS:I. ASSESOR'S MAP 206 PARCEL 2 L. ALL DISTURBED AREAS TO RECEIV G.G.E SEPTIC TANK PROVIDED: = 1000 GAL. 293 WASHINGTON STREET 4PAGEL" LOAM If SEED. - \ ! SIZE OF LEACHING FACILITY REQUIRED: NORWELL, MA. 02061 2. DEED REFERENCE BOOK' 368 015 ,30 E m 4 DESIGN PERC. RATE: 2 MIN./ INCH (617) 659-7981 FEMA PANEL NO. 250001 0016C MAP REVISED AUG 19, 1985 'I. EXACT LOCATION ��F WATER SERVICE IS `� - RATE 0.75 Gal/s.f. ZONE A13 (EI_.= 11.0 ) UNKNOWN. WATEP LINE TO BE RELOCATED CB DH 141 44 49.61 / � „ E , 550 0.75 = 734 s.f. TO A MIN. OF io' FROM LEACHING AREA. FND HEDGE N 83*57'30 ASSUME 22 x 33.5 x6LEACHING BED N 06'37 50„ IN \ ' PROJECT TITLE: 4. FOUNDATION TO COMPLY WITH STATE 8. GAS SERVICE LOCATION TO BE ° 5.00' T� GRADING CONFIRMED 'PRIOR TO ANN EXCAVATION CONTROL MAT SPRINKLER CH EUILDING CODE 780 CMR-FIFTH EDITION EXIST SEWAGE DISPOSAL SECTION 2102 FLOOD RESISTANT CONSTRUCTION. SEE &ENERAL NOTE S. BOX DRIVE WA 4 SIZE OF LEACHING FACILITY PROVIDED: USE: LEACHING BED SYSTEM DESIGN 5 PRESENTLY HOUSE IS TO BE RESFT EXACTLY AS NUW SITS( THERE ARE NO ,9. DR►VE1n/A`I TO BE RECcDNSTRUCTED IN p(gNTfo (UPGRADE ) LOCATION DF EXISTING DRIVt1&IAy• 6 DEEPx33.5 WIDE x 22 LONG PROPOSED CHANGES IN OFFSETS TO &Sc CRUSHED STONE)_ - NOTE: IS WITHIN LOT 212 PROPERTY LINTS. FEMA FLOOD PLAIN TOTAL LEACHING = 734 S.F. x . 75 GAL/SF 10• ALL PIPING FROM 8UILDING 7D LIMIT OF ZONE A-13 EL 11.0 = 550 GALS. LONG BEACH ROAD LEACHING AREA TO BE SOLID wall_ CEN TER VI LLE, M A SCH. 40 PVC. , 218 0 o o ' E KALMAN z _. PLF t SEPTIC SYSTEM 0 3 LOCUS PLAN LOCATION m 0 SUPPORT NET POSTS (EXl S /T//w�1 G) POST � I�FILTER FABRIC � Y SECTION-B SECTION-A TOP VIEW PREPARED FOR: BACKFlLL 14, •� TO �-,e M. CB/D'H • POST LONG BEACH ROAD COUPLER 9\ A p REALTY TRUSTFND50.00' T.B.7MLI . = 4`�3 �,� FILTER FABRIC 370 MAIN ST. boo r9ACKFlLL CI]dl'ERVIL WORCESTER, MA NATIVE r W SECTION-0 BEACH ROAD h. RIVER _ SOIL LONG BEAD' Ro SECTION c Ad aq�� Iu- BERcH DATE 2-28-92 I 3� COMP DESIGN. G. RUSSELL TOE-IN-METHODS JOINING SECTIONS OF ENVIROFENCE LOCUS CHECK D. CRISPIN 0 DRAWN W.G. BRYANT SILTATION FENCE DETAIL PLAN VIEW: CENTERV I LLE HARBOR FIELD: M. COLE (� NOT TO SCALE SCALE. 1" = 20' 2 - FILE NO: 45040PL5 gti DWG NO3930-09 S++ T 0 10 ZO 40 JOB NO. 4-5040.00 1 G 1 MAKEPEACE 3330 - 09