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SEPTIC SYSTEM PLANMIN jc� I C TOP OF FSAME � \ CARAFE \ - 2 _- - V 097 ITEE ?O I•—�J—EL, 9347 - REFER TO INTERIOR PLUMBING DRAWINGS FOR SPECIFIC \VYE CONNECTION LOCATIONS 6'GOT `RGM KI CASH 9R 55 S —EL jP Fill BOTH INL MM'�sEFTIG -9Z85 INV TOR -97BO EL 9010 SYSTEM PROFILE NOT TO SCALE isiI (24-all/navia°a°l BOARD OF HEALTH INSPECTION oncNETe Rlu REQUIRED WHEN EBCAVPTEO p ::Sr e C aTUT O iPVC TEES -_— 6 3. 4-10- CROSS-SECTION VIEW 00 GALLONS PRECAST GREASE TRAP ST Gx14-25 NOT TO SCALE 27-G _. 6" SCH 40 FROM GREASE TRAP G" SCH 40 FROM RESTROOM6 i SCH 40 TEE ON BOtn LINES —6 CONL WALL BAFFLE PRECAST OR FIELD INSERTER 8 MOPTARED I — I T a PRIMARY G - O CHAMBER 6703 GAL 2'Y 71 70 -A -5.5—.� _. _Go 10,000 GALLON SEPTIC TANK (Rotondo WT 8x10 H2O or equiv.) NOT TO SCALE I ECAN 40 TO POMP CHAMBER 20 t CASTA111F:ON 0 TWIN R-el TERMS MIN, N - 0 MANWOLN60LDS EL, ESE 9]d5 1 sale OF FRAME 101.6, TOP OF FRAME EL: RIAf MV. Vq LVf �'BT.3] EL. 91.02 (all manlfed ER) M4x WATER TANLF �1Q3.8 LEACHING AREA DETAIL (one of two identical fields) NOT TO SCALE ELEVATIONS MUST NOT BE CHANGED WITHOUT BOARD OF HEALTH APPROVAL BOARD OF HEAUTH INSPE REQUIRED WHEN EXCAVATEEDN EL. IOL6 INLET 8 DO" ET 97,50 a -a- COT 60 PVC EL9101 �o EL IOL6_ _ <. IF Lunt CONC' RISER sERSi8L OVER FRAMES TO WE LED WATERTIGHT OFF .. r.. II 6 --- 14. 0.. OF HEALTH APPROVAL BOARD OF. HEALTH INSPECTION REQUIRED WHEN EXCAVATED --GO MN CLOT IRON CRAMP 6 COVER ROTONDO WATER -TIGHT PUMP CHAMBER ST 6NI4-35 H2O RATED NOT TO SCALE NOT TO SCALE PERCOLATION 'TEST' RESUL'f6 Performed by: Peter Hawes Witnessed by due GtILLIn Date: February 2599) Pest pit 103 (ales. 105.6) o - 6" A, Sandy Loam, lUYR 4/4, friable 6 - 40" B, Sandy loam, IOYR 5/b, friable 40-120" C, Loamy sand, IUYR 7/4, line, cobbles, atones Goo Mottles, IOYR b/3 (elev. i01. 4) no eepage/groundwater 12 min/inch at Bn• Test pit 104 (elev 1D/.0) 0 2" G, 2 6" A. Canty loam, 10'R 4/4. friable 6 - 2S` B. Bandy loam, LOCH b/o, tLiAbLe 26-I2U" C, Loamy a atones cTOYS 6/3, iitnl, cobbles, 36" Mottles, lOYR 6/4(elay. 105.8) eePdye/orvundwater 14 min/inch At 64' Test pit lU5 (ales. 104.?, D - 2" 0, 2 - 0" A, Bandy loam, lOYH 4/a. friable 6 - 4S" R, Sandy Loam, 10'iR S/e, Lrfable 48-120" C, Loamy sand, 10YR E/4, firm, cobbres, atones 52" Mottles, 10YR 6/3 (el ev. 106.4) oeepage/groun 8 min/inch dwater n/inch at 82" Test Pit ICA (elev. LOS,9) 0 - 2" 0, 2 - 6" A, Sandy loam, 10YR 4/4, triable 6 32 e Sandy 1 105R 5/IT, friable 32 120 AbonY Salon. COLOR "113 from, cobbles, stones 42 Mottles, 5YR 5/ al 102.4) no P g /p- ld dtar 6 min/inco at d6" BASIS FOR DESIGN Building usage: SPOItS JAIL / fast tend setvlcu, store, Offlees Food Court: 2,820 gpd IT3y pnaX OC4 piney bldy, tonel + 4 empl yowl x 20 gal/person/day Fro shop: 85 gpd 50 gpd x tl]uo N.f./1000 N.L.} Offices: 88 gpd (Consists of 4 ULfiess, [eCeption, rmifeveuce r on1) Total 11776.f.. 95 gpd x {1177 s.f./t000 s.Ll TOTAL_pAILY_ FLOW: 2y993_GPD Percolation ace (design): 15 111 -Water table ele ati01101.8 Boil Type: Class 1i (O.SF gpd/sU Leaching area An"' fields, each 42' wide x 65' Ion9 - 5,316 s.f. b,3/6 N.L. x 0.56 gpd/si = 3,UiU GPD Grease trap: 2,500 gdl. coLete Hill tank: 1U.000 yat. cuncrece two cst dit-:1I it total detention) Pump chamber: 3,500 yai. concrete :NGINEERS AS -BUILT PLAN & CERTIFICATION STATEMENT REQUIRED THEE TROVAt BY THIS OFFICE DAC NOT GUARANTEE THE EET9TIVENESS OF ANY INSTALLATION III HER BORRO OF HEALTH CONSTRUCTION OF THIS SEPTIC SYSTEM MUST BE COMPLETED WITH THREE (3) YEARS OF THE DATE OF APPROVAL or This System la Not Designed For Garbage Grindere Whirlpool Or Other High Water Use Devices. �. , e DATE': JUNE 1, 1997 - OWNER: RICHARD G. FIAWES REVOCABLE TRUST SCALE: AS NOTED -- - ---- 38MILL ROA11 SEPTIC SYSTEM DETAILS DRAWING KENNETH R. FERREIRA ENGINEERING, INC. A" JOB NUMBER SE 4952 ACUSHNET, MIA 02743 qa M 40 FOSTER STREET R gEn� ' B GAS BAFFLE PIPE afore _ __ - 7-09-97 NUMBER DARTMOUTH SPORTS HOME NEW B.DFORD, MASSACHUSETTS, OZ74D Na 28 P..' FIELDWORK BY ",'�F". A SUBMITTAL TO 80.IT FOR APPROVAL 1-01-97 APPLICANT: DARTMOUTH SPORTS DOME L.L.P. ate.+ DESIGNED BY KENFORTIER �. No. DESCRIPTION DATE PETER iJ, HAW,!ES & iOHN E. WILLIAMS, PARTNERS REED ROAD PAR TEL. j508) 992-0020 FAX (508) 992-3374 xo o A. zxw - DRAWN BY SUEeoular - 124 HAWTHORN STREET N. DARTMOUTH, MA 02747 CHECKED BY: NEW BEDFORID, MA 02740 PUMP SPECIFICATIONS HYDFOMATIC MODEL: SH NON —CLOG SEWAGE PUMP SUPPLIER: BISCO WATER SYSTEMS, DEDHAM, MA. 4 Ps sc 3MI FRU-NTON GLASS STATES I NO NO CLOG 1 - 4OTOR aNI 1 31 1, t A L13 I NOINRCnAE FESAI DSC SEED e JO:TAG G r± " ` I.I '"let - ��' '. KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508) 992-0020 FAX (508) 992-3374 sOF-21 YN 4-P✓G PReAte E UNDISTURBED ~TYPICAL PRECAST SANITARY SEWER MANHOLE, COVER, FRAME 4" Ii1REn BCe CLEAN PJTS w12' PRON2E Fl.wCO COUPLING HOSE .NM- ]EF 4"PeUr UNION PVC BALL VALISE AS ERMO T RUBBER MANHOLE BOOT OR MORTARED JOINT �COMPACRD SCEEq'EB RL1`•''g'```'"` GR2YEL -SUMP (1' x I- x I OR CON:FEIE NPPORI IN -LINE FLUSHING CONNECTION NOT TO SCALE NOTE: ALL PVC PRESSURE MAINS SHALL BE ENCASED WITH 6' OF COMPACTED GRAVEL TOPSOIL —COMPACTED LOAMY SAND AFTER re ONBOF •••••n�J�t-'•"ti4•YRAT ISQ•N7 JJ OWNeZIA4Rfig lN=ti i m �w*4ifi~b>:� ►i� •7t:) •:rw• ��i MA(• .••y no DOLAGE WASHED STORE '• •DETAIL - NOT DATE: JUNE1,1997 SCALE: AS NOTED JOB NUMBER: SE 4952 FIELDWORK BY: N/A DESIGNED BY: KENFORTIER DRAWN BY: .,_ SUEBUULEY CHECKED BY: PEA STONE H-20 RATED CLEANOUTMANHOLE FRAME AND COVER BELL x FEMALE NEENAH R-1874-A OR EQUAL EABED MALE PLUG W IiNR CEMENT CONCRETE (ALL AROUND) �-FINISH GRADE THREADED PLUG — MINIMUM 12" GRAVEL BASE — I6" DIA, RCP "BELL Flov —CEMENT CONCRETE (ALL AROUND) —MINIMUM 6" GRAVEL BASE BEND 4" PVC SCH 40 WYE 4.4.4 SCH 40 CLEAN -OUT DETAIL NOT TO SCALE 64' F., LENGTH OR owriet Ig' MANIFOLD ul...uuvuuuu u3wuu uul�uLuuuwuuJ✓,� No— E[LANpTERAL AT TANNECT10�2T'� �29-� PIPEALREft 65-3 TOTAL NUMBER ORIFICES • 448, LATERAL DISTRIBUTION PIPE ORIFICE OPENINGS NOT TO SCALE GENERAL NOTES 1. The sanitary sewage disposal system shown hereon Inch be CONSTRUCTED IN ACCORDANCE with the requirements of 1995 310 CMS 15 (TITLE V) of the State Environmental Code and local Board of Health regulations. ANN MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local Board of Health prior to implementation. 2. Contractor shall verify and check lire BENCHMARK as shown on this plan prior to construction of the proposed system. 3. Notify the local Board of Health when the system is read] far INSPECTION, prior to any backfllling. If CONFIRMATION OF CONSTRUCTION is required by an engineer, notify this office prior to any backfilling. 4. DEEP TEST HOLE INFORMATION indicates soil condition, PercOLNE101, rate, and water table elevation t the time and location of actual testing and should be erified at the time of construction. The conVactor shall notify the local Board of Health if GROUNDWATER or PERCHED WATER is emv untered at a higher elevation than indicated on this design plan. 5. Any co„ponents of the proposed system that are specified as HEAVY DUTY shall conform to all stale And local requirements for ASSHTO A-20 losding. 6. ALL CONCRETE COMPONENTS shall be placed on a 6' minimum e ompacted GRAVEL n BASE to prevent heaving o settling. ALL JOINTS HUSTBE WATERTIGHT. Solvent weld piping shall beproperly bonded with PVC cement Filter cleaning agent. AL risers, seams, etc. shall be properly mortarei! with any joints below water table coatedwith a suitable asphaltic sealer. 7. SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA shall conform to 31B CMR 15.246 S 13.247. 8. Any EXCAVATION OF UNSUITABLE MATERIAL designated on the plan short corm m to Construction in FW requirements as ouWned in 310 (MR 15.255 (1 6). 9. No HEAVY EQUIPMENT shall be run aver the coo portents o the prepared leaching area during installation. RUBBER TIRE MACHINERY are bed to be driven over the prepared natural soil base or sand/stone bed during system installations 10. For proper performance, the septic tank should be INSPECTED annually and when the solids unit scum depth exceeds 1\3 of the liquid depth, or three years has elapsed since the last pumping, the septic tank should be pumped.. The grease trap should be pumped annually. GREASE TRAP IL Rotondo Cape) gallon H2O unit, or approved equal, with 20' min. ON. concrete risers r manhole s fitted with cast iron Fo rd nd covers fir the inlet and outlet. ALL joints to be mortared. SEPTIC TANK 12. Rotondo WI H 10 R20 (On equivalent) concrete t ool f ned lank with n p j - [ seals and asphaltic noder(IF as CIMuned by ROTONDO to Insure t tightness) coated inside 1 out along th Manhole risers and n fro / to Trade t b t lsd on inlet, outlet, and No _ , openings 13. Hot D to be precast concrete (water neart seal d t '-a au ~ ) n constructed of inuxied concrete block extending to below Inter "Bring g with Ion. 40 PVC tees (invert (inverted "U") as showo- 14. PVC schedule 40 INLET TEE and OUTLET TEE WITH A GAS BAFFLE of proper length to be installed. PUMP SYSTEM 15. Rotondo S'T 6x14-35 concrete H2O Unit (or carry.) wild comprossion- joint seats and asphaltic sealer (or as required by ROTONDO to insure pater tightness). 16. Inlet manhole riser to be fitted with cast icon frame ane cover. All joints to be mortared. li. Outlet manhole iser to be fitted with Hydrmnalic cover for connection of r and control box pedestal. ants 18. Installed pmnps to be test run by engineer n e S.A.c. n installed, prior to finish Pea tone cover placed over the leaching area latei'sl Pipes, to arify, flow rate. LEACHING FACILITY - S.A.S 19. Excavation to extend to depth specified. Replaced beddint under s.A. S. (overdig ea) t0 extend 5' heyond S.A.S.. Overdig material to He clean medium -coarse sand conforming to 310 CAR 15.2550). 20. Washed stone base and pea stone cover material shall conform to 310 CMR 15.247 21. Orifice drilling schedule must be followed to ensure proper and equal dosing of the entire S.A.S. AB orifice holes shall be drilledwith n.w 1/8' bit to prevent any burring (and subsequent flow deviation) Of the inner Or outer pipe wall. 22. Backfill material over pea stone covet shell be placed fn 6" lifts and Lightly compacted to prevent depressions dueto Sellhng. OWNER: RICHARD G. H{AWES REVOCABLE TRUST -.--- ---- -- 38 MILL ROAD I __. ACUSHNET, Mal 02743 APPLICANT: DARTMOUTH SPORTS DOME L.L.P. PETER HAWFS&rOHN E. WILLIAMS, PARTNERS 124 HA THORNS TREET NEW BEDFORE), MA 02740 SEPTIC SYSTEM DETAILS DARTMOUTH SPORTS POME REED ROAD PARK N. DARTMOUTH, MA 02747 DRAWING NUMBER 7 BED PLANTING SCHEDUI E 0 �! EMPLOYEE PARKING DQRTMOUTH SPORTS DOME '/�/laCL/LG/1CLGC/1l � L11LLL1/1/1C ILCLLL1t� i ml�V 1301� r� a�lIDl .`/ O o E G l xx swv20 C D DETENTION DETENTION 0 PONDPOND II 0 ©q�� � IS?3Q e ooe c'e c ©©�© oa 1115551 CJ KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSAFHUSEBTRTBSZ302740 R94 DOME SUPPORT BUILDING MARINUS VANDER PoL JR. LANDSCAPE ARCHITECT REGISTRATION No, 437 DATE: )UNE 1, 1997 - SCALE: T' = 30' - - ---- - - JOB NUMBER: SE 4952 _ - -- FIELDWORK BY: AIR p 9(mM/gky UN CN �A.caNnNG DESIGNED BY: NpPINUS UBNItR pOL�LC/ REV. Np, DESCRIPTION DRAWN BY: KEN WA"o _ CHECKED BY: W PLAN KEY COMMON NAME BOTANICAL NAME SIZE NUMBER KEQ'D 4 Each, IA Jacknans Potentllla Potenfills 9edanan' 3gallon 20 plans per bed I Fern Sperry False C)Vress Chamaecyparix obnlm filiwid2s3 4 3 Reds, 2 Bar Japanese Holly Ilexmmmm'HeU N'to 30" 30 planer per bed 2 Beds, 3 Hidmle Goldencup St. 3ohnsw rt Hypericum %dcote' 3 gallon 25 plans perbuf Ig"to 24" IB"to 24" IB to24" IS"to 74" 3 gallon 33 20 31 46 20 4A 4B 4C 4D 4E Compact lnEarry Japanese BoxleafHoliv Wilson's Rhododendron Dark Green Japanese Yew D varf Arctic Willow Ilex plabm compaaa ❑ex crenata compama Rhododendron let WJmn Taxes cusp nigm Selix puryurea 7gallon 50 5 Burning Bush Fenny Alters 19"to 24" 40 53 9 6A 6B 6C Wild White Rose Rma Multilom (10'on Ctt) TREE PLANTING SCHEDULE OWNER: 3RICHARD R MILL QC . HAWES REVOCABLE TRUST LANDSCAPING PLAN DRAWING NUMBER ACUSHNE'I, MA 02743 ]DATE DARTMOUTH SPORTS DOME APPLICANT: DARTMOUTH SPORTS DOME L.L.P. REED ROAD PARKl}J{ PETER T. j WES & IOHN E. WILLIAMS, PARTNERS N. DARTMOUTH, MN 02747 124 HA TF4ORN STREET - NEW BEDFORD, MA 02740 _ ozo MIN f'` 'k9S f-i- INV. @ TOP OF FRAME_ LINE=9 P TO GRADE dire ,. .2 N 997 dD 6�S CO -,-MININ ,5_ L V. EL V � 0.30 S z .IO' INV 1000 TEE iO TEE) INV 92 @OTX INLET @IV'S Eh 9I IQ) SEPTIC -EL. 93.11 TANK REFER TO IM.ERIOR PLUMBING DRAWINGS FOR SPECIFIC W YE CONNECTION LOCATIONS FOR OF FRAME PROP. FRAMES �EL, 101.61 70 GRADE NV, IT 9).3 VAL` PUMP e L=16' _ A0015 BO) ITE IHV EL IF�I Ip -97.85 INV. EL '-Ui i INV, 976 '9]43 EL. 90.10 EL, 91,02 SYSTEM PROFILE NOT TO SCALE ,,KuSb-sd:.I lull V¢ry 2,500 GALLONS PRECAST GREASE TRAP ST 6x14-25 NOT TO SCALE JI 0� PRIMARY CHAMBER 6.703 GAL. I II_ 5.5' - 6.5 6.5 a'CONC. ua,.T BAFFLE -RECAST OR FIELD W ERIE0 6 MOM RE Fo r ORES 3.77C GAL 10,000 GALLON SEPTIC TANK (Rotondo WT 8x10 H2O or equiv.) NOT TO SCALE TOP OF FRAME EL,. 101.61 (oil manifold Inleh) MAXWATER TABLE �10 1.9 I SOLID PC TEES ELBOWS- CLEAN-om Lee eetGO LEACHING AREA DETAIL (one of two identical fields) NOT TO SCALE a- a•,.4•.1 T FES ...-. a..,...,.n..c a - EL. 101.6 -, STEEL aT C L 101.E ! E 1016 p_ LO" MIN. CAST IRON TOVER FRAME 6 COVER III-i Dra: -) EEL 1 I- 1 - D CONG RISER Z6 IF CONC INLET 6 OVTLET RI ER 4-0 MIN.-, V. 9].SC I GAl a CWEP I NAMES TO UENSIALLED".^CERTWR s 0 a' SCR O Pv v 4, soR 21 WATERPROF JUNCTI PFM5 � �% EL. 96.IG EL SAO RV-- OZ,� FLCW F INLET EL 97.60 CONC M LATE ARM vgLVE BO% EOFH OUTLET E 29 CONCRETE WV'3. EL.9],43 'L T 9" MANHOLE 6 5ON_11 j 6 OF Fe115 6. T w3T f T SSTHRUESS oD 1 o t EL91.01 1 11 IS I- ROTONDO WATER -TIGHT PUMPCHAN3ER ST 6x14-35 H2O RATED NOT TO SCALE NOT TO SCALE PERCOLATION TEST RESULTS Performed by: Peter Hawes Witnessed by; Sue Griitin Date: February 251991 Test pit 103 (elev. 105 6) 0 O, 2 6' A, Sandy loam, 10YR 4/9 friable 6 40 S, Sandy loam, 10YR 516 friable les, stones 40 12O C Loamy sand, LOGE 7/4, firm, cbos 50 Mottles, LIDA 6/3 (elev. 101.4) no seepage/groundwater 12 minjinoHN at SS Test pit 104 (PIPE 101.0) 0 2 0, 2 6' A, Sandy loan', 10-YR 4/4, friable 6 29" 2, Sandy loam, 10rR S/6, triable 25-120" C, Loamy sand. 10YR 6/3, firm, cobCles, stones 38" Mottles, 10YR 6/4 lelev. 103.8) no eepage/yro undwate[ 14 min/inch at 64" Test pit IRS (elev. 104.9) 0 - 2" O, 2 - 6" A, Sandy loam, TIER 4/4, friable 6 - 49" 0, sandy loam, 10YR S/6, friable 48-120" C, Loamy sand, ICYR 6/4, firm, coblles, stones 52" Mottles, 10YR 6/3 (elev. 100.4) oseepage/groundwater 8 min/inch at 82" Test pit 106 (elev. 105.9) 0 0, 2 6 A, Sandy loani, IGYR 4/4 triable 6 32 B Sandy loam, 10YR 5/ti friable les, atones 32 120' C, Loamy d, IOYR 7/3 firm, cob' 42' Mottles 7 SYR $ 6 (el102.4) oeepage/groundwater 6 min/incl, at 86" BASIS_FOR-DESIGN Building usage: Sports Dome w/ fast food zer,rce, store, offices Food Court: 2,820 gird f137 Cm4x, occupancy-bldg. code) + 4 employeeE) x 20 gal/person/day Pro shop: 85 gpd 50 gpd x (1)00 s.f./1000 s.f.} Offices: 86 gpd (Cons'sts of 4 offices, reception, confeeem2 room) Total 1177s.f: 75 gpd x (1171 s.f./1000 S.u.} TOTAL -El FLOW:_2,M: GPO PercolaLion rate (design): 15 nnn/inch -Water table elevation: 103.8 Soil type: Class 11 10.b6 gpd/si) Leaching area:twin fields, sack) 42' wide x ,4' long = 5,376 s.f. 5,376 s.L. x O.S6 gpd/si = 3,@10 GPD Grease Lrap: 2,500 gal. u,ilcrete H2O sepLic tank: 10,000 gar. cm,crete two cdTpattmenL it total detention) Pump chamber: 3,500 yel. (,mutt, DATE: JUNE 1, 1997 OWNER: RICHARD G. HAWES REVOCABLE TRUST wc-� SCALE: AS NOTED 3B MILL ROAD SEPTIC SYSTEM DE'�AILS DRAWING KENNETH R. FERREIRA ENGINEERING, INC. JOB NUMBER SE 49a2 ACUSHNET, MA 02743 NUMBER 46 FOSTER STREET FIELDWORK BY "IPGn DARTMOUTH SPORTS DOME^NEWBEDFORD, MASSACHUSETTS, OZ74O A BMI ALDESCRPTIONROVAL 7ATE AppLICANT: DARTMOUTgSPORTSDOMEL.L.P. M DESIGNED BY. KENFORTIER _ REh No DESCRIPTION DATE REED ROAD PARKVTEL. (506J 992-0020 FAX (508J 992-3374 DRAWN BY: SUEBOUMY PETER i. THCHIN & OHN E. WILLL9MS, PARTNERS CHECKED BY: !C/( NEW xAWTHc)RN sAREET0274 N. DARTMOUTH, MA 02747 NEW BEDFO qD, MA 02740 PUMP SPECIFICATIONS MODEL: SH NON -CLOG SEWAGE PUMP SUPFLIER: EISCO WATER SYSTEMS, DEDHAM, MA. BATCH - c LED NDUCH N I O. E E E—I-- 1 SS STATALE NO LASS �F aC CABALA F OTERi9nRMEMPERIGUES Si -I! UaE E SE 62 r / t//3;7d �`3 j $i `• / rs� E iF€ aJ��9--'..— ao 6f —� 1 Befi 6 3 61 E �2"I Fa E ) 1 61 M E E —gi � 6 sE BE —l'�9 R'ISI P YI Pole: SLyI,AFGE 8¢E ip[SQE < T I EFTVPE 3<'-<vLE. ENaOSEL'v" _ .-.. SEE LsrvGTH »sr_noap 59'pTi1CrtA - FFEBE'eEC _FGFE TEE-1n'u'. D<9K 2EEf',wGEF HLIJT MANDY - - LKVD=nF1nEL C`F_LC<i, a' F:EJ. _ p m a� E. Eoln� c —� T V 7 IDb Tlfl CREW ;c P I s x. -c £ 8 VICTOR POLISH; ROIL E 39 CASINGG l QIt — � It AT H:F L,PRICED SIRELS UPPER IN L a_E CFP.ON..._. .1L TVPE21 BRIE' Oyla-.a: LEARN IDtiGENE:I LRe3u-ETWGSEn'CFeE.CE. I"PE "el BN. C, DEMAND AUNALI 9NG_ -Pl.LL A`F_ gi38=4FWG PU6➢ SWGLE PON'-EPEE PRECAST SANITARY MANHOLE, COVER, FRAME 4" iHRFi1RED CLEAN -OUTS W12' RRONT£ )REGARDEDCOUPUNC HOSE ABM - BY - LUNION PVC BAA LL MAVALVE SOR-21 Mln' <'PK, PRESSURE MASS WARFPCM RUBBER MANHOLE BOOT OF MORTARED JOINT ii COMPACTED SCRESSAD GRAVEL CROSSPIECES) MAIPIAL- SUMP (I' A I' At 6'f ShTE OR CONCRETE SUPPORT IN -LINE FLUSHING CONNECTION N07 TO SCALE NOTE: - - ALL PVC PRESSURE MAINS SHALL BE ENCASED WITH 6" OF COMPACTED GRAVEL TOPSOIL SAND IED PEA STONE ate• ,Iy •E+i' •4 U i1Ai 1.E1 l S i� lei. •� JNB SHIELD • tvii'NaA�i •L! 1 a • 1 it :`il`S• 1 •�T� Jyi••.",',�n'j'►•yIF WASHED STONE BEER IM247 (I) S.A.S. •• • DETAIL NOT TO SCALE H-20 RATED CLEAN -OUT MANHOLE FRAME AND COVER BELL % FEMALE NEENAH R-1874-A OR EQUAL WITHREADED MALE PLUG - CEMENT CONCRETE TALL AROUNDQ FINISH GRADE I THREADED PLUG MINIMUM I2" GRAVEL EASE HE DIA. RLP "BELL END' ,CEMENT CONCRETE (ALL AROUND) MINIMUM 6" GRAVEL EASE 45' BEND 4" PVC SCH 40 WYE 4.4.4 SCH 40 CLEAN -OUT DETAIL NOT TO SCALE 64'-0" SAE. LENGTH 32 OM ICES !S6'O6. TOTAL NUMBER ORIFICES = 448. LATERAL DISTRIBUTION PIPE ORIFICE OPENINGS NOT TO SCALE DATE: TUNE 9. 1997 -- - OWNER: RICHARD MILL I HAWES REVOCABLE TRUST SEPTIC SYSTEM DETAILS DRAWING aR SCALE: AS NOTED _ 38MILL O MA02743 NUMBER KENNETH R. FERREIRA ENGINEERING, INC. � NNE SOB NomBER: SE 4952 - 46 FOSTER STREET R E HR. DARTMOD R SPORTS DOME F,_"REPRA FERREIPA q 5U9HITTAL TOBONFORAPPROVAL 7-07-97 AppLICANT: DARTMOU(TH SPORTS DOME L.L.P, REED ROAD PARK w. ae .. �Ivu� FIELDWORK BY: N/A NEW BEDFORD, MASSACHUSETTS, 02740 r%A e1 rv,p ,AF DESIGNED BY: TEN FORTIER xEV. mn. DESCRIPTION OA'CE PETER .H.AWES &rOHN E. WILLIAMS, PARTNERS TEL. (508)992-0020 FAX (508)992-3374 '*'o y+ clsre4 DRAWN BY: SUE5UE6 - NEWB THORNS TREET N.DARTMOUTH,M:�02747 NEW BEDF'ORD MA 02740 I� CHECKED BY: A SEE NOTE u8 EXCAVATE ALL ONSTITABLE MATERIAL WITHIN SA HORIZONTALLY OF THE LEACHING AREA FROM THE PEA STONE COVER DOWN 70 EL. 102I4 R" below ed At gradel. EXCAVATION MAYBEREOUIRED TO ESTER DEEPER IF UNIFORM S UITABLEM,ATERIALIS NOT ENCOUNTERED AT EL. 102, \ E T/( / T r1 �BSryn-- I i r / r i I / I pr SEE 50EE' epu_ I \ �r DETAIL - r 3FNEHNAAN SEE 1 f 1 I TOP OFSTM.I)dA �SHEE EL IDS SS 1 o� N _ IRESER-V� vv ..IDS- ' / RESERVE 941 — \ o/'t-__'IF4 N W 6 s KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508) 992-0020 FAX (508) 992-3374 Na+rvErzlg'L yea ETx P. 5 FE0 M F: N0. PE1 CI � na. ISiEFE /x �� BUPVEl �`@HI SEPTIC TANK gSEF OEfAILI I rUIP CHAMBER O NEEIBETAIQ I i 1 I O EVE BOX MP [S � ISEE BErNII I eL I I _ I I I i DATE: DUNE 1, 1997 SCALE: S" = 30' JOB NUMBER: BE 4952 FIELDWORK BY: N/A DESIGNED BY� _KEN FORTIER DRAWN BY: SUE BOULAY EMCEED BY: PROPOSED BUILDING 103- -. i .I "g0 96 _ AJ i 34' \ / { SREASETRAP / r ISEE BETAILI T i II L _ � I / / �I I I I A / r I , / E I / aJ CJNSTAUCT UCIGTTt- i 'o p;' ICE I T KELL 3nsa 6, , a Op. �.. �—JUN // 2-ura6T- / I I 0 I 0 I 0 a -S, OWNER: RICHARD G. H&WES REVOCABLE TRUST - ---- 38 MILL ROAD SEPTIC SYSTEM SITE PLAN' DRAWING ACUSHNET, Me3 02743 1 NUMBER B OVERLIE NOTE, GAS BAFFLES OFFSETS BM 7-09-97 DARTMOUTH SPORTS L1 ME A SUBMITTAL TOOLD N FORAPPROVAL _. 7_--_ APPLICANT: DARTMOUTH SPORTS DOME L.L.P. REED ROAD PARK ✓. No. DESCRIPTTO N DATE PETER j. HAWES & {OHN E. WILLIAMS, PARTNERS 124 HAWTHORN STREET N. DARTMOUTH, MA 0747 NEW BEDFORD„ MA 02740 TT I II`x �J EMPLOYEE PARKING gel 0 I, 0 U DOME SUPPORT BUILDING DARTMOUTH .SPORTS DOME 0 ,'0: sl Isl -d.. IS) o G C' 51 Or 15) [51 ID an by � � n wa - o I — ©/. DETENTION DETENTION �0 � POND POND40 Is � 1p CR va, to vi�G 0 0OOc7 C7 �ca�C�©oG�o�p 7 D G /n Ilp i 1 I ETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET BEDFOM MASSACHUSETTS, 02740 L. (508) 992-0020 FAX (508) 992-3374 M.4 VANDER TR J LANDSCNDSC APE ARCHITECT REGISTRATION Na. 43T DA'PE: JUNE 1,1997 SCALE: I" = 30, JOB NUMBER: BE 4952 FIELDWORK BYi LzA _ DESIGNED BY: NpR/Ntl I(Hd1WR 00/ IR. DRAWN BY: Alti,mA"o CHECKED BY: _ PLAN KEY IA IB j _>I 413 4C 4D 4E it 6A 6B 6C BED PLANTING SCHEDULE COMMON BOTANICAL, SIZE MOVI[BER NAME NAME REQ'D 4R Readouts Poteutilla Poterinde 3aakmmi 3 gallon 20 plants pnined — Fern Spray False Cypress ChdtdWIpans obtuse filiwii'es 31. 4 2 Beds Holz 1 panese Holly Ile crenate Helz A to 30 30 plants portal 2 Kids, EdcoteAnldencup Hyperium HiduoW 3gallon 25 plank St 3olruwon period - Compact lNebet less glabm competent 1810 24" 33 Japanese Boxisaf Holly Box aenala nompada 18"to 24" 20 Wdson s Rhododendron Rho lodendmo lat. Wlsom I to 24" 31 Dark Green Japanese Yew Tuds cusp niga 18"to 24" 46 DwarfA¢tic Willow Sake puryurea 3gallon 20 Burning Bush Bunny Alerts 7 gallon 50 40 Wild Whim Rose Rosa Multifleta (WonCiJ IS'PI 53 -. 19 ... TREE PLANTING SCHEDULE COMMON. BOTANICAL SIZE NUMBER NAME NA REQ'D - English Columnar Oak Quer srobnr faI 2'h"'3" 2 Bluc AOasCoder Cedrus Atlanfim glance 2 2/ 2 G pne Linden Like wrolm greensine 2h 3 2 While Pine Pines nrobus U101 111 34 Rod Onto Qaousrubm 2/."3' 10 Norway Spruce Para abies 8 10 HI : 8 -- - --- OWNER: RICHARD G. HAWES REVOCABLE TRUST 38 MILL ROAD LANDSCAPING PLAN DRAWING ACUSHNET'„ MA 02743 NUMBER DARTMOUTH SPORTS DOME (� n 9PEU"WA0 Um CptCeeo PLAvr2da SPICM 6 '�- 9� APPLICANT: DARTMOUTIH SPORTS DOME L.L.P. PARK V. No. DESCRIP'LION DATE PETER rr. HA WES & rrOHN E. WILLIAMS, PARTNERS REED ROAD - 124 HACK PFiORN STREET N. DARTMOUTH, M `I 02747 NEW BEDFC9RD, MA 02740