The URL can be used to link to this page

Home My WebLink About17-19 New Hampshire Avenue - Site Plan (REV.1)TOP OF FOUNDATION ELEV. 5.8'± FINISH GRADE PROVIDE WATER -TIGHT SEAL 13" _ PROVIDE (H-2])CAST IRON MANHOLE FRAME & COVER TOFINISH GRADE (COVER EMBOSSED WITH ^SEVVEFy') (COVER & RISER TDBEWATER TIGHT) FINISH GRADE OVER TANK EL= WATER LINE ��-24"MIN. ACCESS COVER (TYPj -'--CONTRACTOR OR MANUFACTURER TO 2.50' V 51" (2,125 gals.) ENSURE TANK IS SEALED FROM INSIDE GWE=1.5' TANK TO BE MADE WATER TIGHT /8 gals ]I 6" CRUSHED STONE -TANK HIGH LEVEL (FULL) AUDIO & VISUAL ALARM SENSOR TO BE PLACED AT MIN. 3/5 OVER MECHANICALLY COMPACTED BASE PROP. 2,000 GAL. (Improffle) CONCRETE TIGHT TANK (H-20)(with 8" extended base) �J��_F�� " \�A[�7-�� 7��rT�� n *CONTRACTOR TO VERIFY EXI61INC3 LENGTH . ��- WIDTH . ._a�u_- DEPTH ` ` �a��_. ELEVATION PRIOR TO ANY WORK & NOTIF� n�~�8 �� TANK TOBEVVATER-PRODFAND ENGINEER IF DIFFERENT. CON TRACTOR NOT TOSCALE WATER -TIGHT WITH POLY{}LEF|N SHALL ADJUST EXISTING PLUMBING TO ,��7 y�� A�\�HX��[�� ;� BACKED EXTERIOR JOINT VVRAP ACHIEVE THIS ELEVATION, IF NECESSARY. m, ^ , /~�_v" ` /r.^".^ ^�^ x^. ^^- AVE � ' TOP OF FOUNDATION ELEV. = �.2± Fri --'' -'-'-~ �� ^�'~� / PROVIDE WATER -TIGHT SEAL PROVIDE (H�O)CAST IRON MANH{}LE FRAK8E&COVER TOFINISH GRADE (COVER EN\BOS8EOVNTH''GEVVER'') ({�OVER8RISER TOBEVVATERTIGHT) � FINISH ��RADEOVER TANK ELu1= -,.~^/�� WATELINE R S� �"K�|N.ACCESS COVER [TYPj 1 m ______________.__.__.____~ | / ~-�UN|��|��U��8�U��|Ux�x|u 250 ENSURE TANK |SSEALED FROM INSIDE �VVE=15' TANK TJBEMADE WATER TIGHT | 7.1' ' AUDIO - VISUAL6" CRUSHED STONE ALARM SENSOR TO BE PLACED AT MIN. OVER MECHANICALLY 8" EXTENDED BASE (TYP) PROPOSED 3,000 GALLON CONCRETE TIGHT TANK (H-20)(with 8 extended base) ROFILL TANK TO BE WATER -PROOF AND ELEVATION PRIOR TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. CONTRACTOR NOT TO SCALE WATER -TIGHT WITH POLYOLEFIN SHALL ADJUST EXISTING PLUMBING TO BACKED EXTERIOR JOINT WRAP ACHIEVE THIS ELEVATION, IF NECESSARY. #19 NEW HAMPSHIRE AVE RING OF DOUBLE EROSION/SILTATION MONITORING NOTES: FENCE TO BE INSTALLED STACKED AND * ENTRENCHED CONTINUOUS PIECE OF GEOTEXTILE ! 1JA{�ERTF|EDINSPECTOR SHALL CONDUCT ANNUAL K0{JN|TDR|N{�OF sTn*m�BALes -- EACH TIGHT TANK FOR WATER TIGHTNESS AND ALARM CAPACITY. ANNUALOVFR SEDIMENT TRAP MONITORING REPORT SHALL BEPROVIDED TOTHE YARK8[)UTHBOARD OF DEWATERING FILTER FABRIC BAG i [ HEALTH. V x 2" x TOAK /SILT FENCE / I BEANPOLES, _ND OF HOSE 2.>ANANNUAL {�ONTRA��TVV|THAL|C}ENGEDSEPTIC HAULER |SREC>U|REO zrERuaLE(y' ' ! FOR MAINTENANCE AND 24HOUR EMERGENCY SERVICES. ANNUAL BINDING WIRE | CONTRACT SHALL BEPROVIDED TOTHE YARK8OUTHBOARD OFHEALTH. onTWIms HOSE FROM FILTERED \ AncumuLATso DEWATERING �� nuwoFF7 mp / «so|mswT � LIP ��U��k��U NOTES - UNLESS «��U,N�� 1OTHERVNSEN(�TEO./\LLSYGTEK�COK8PONENTGANDCONSTRUCT|ON K4ETHOD8SHALL BE|NAC{�OROAN[�EVNTHTITLE 5OFTHE STATE ENV|RONK�ENTALC{}DEAND ANY APPLICABLE L{�CALRULES. 2. ANY CHANGES T3THIS PLAN NYUSTBEAPPROVED BYTHE BOARD {�FHEALTH AND THE DESIGN ENGINEER. 3� 4"S{�HEDULE40PVC PIPE VNTHVVATERTIGHT JOINTS SHALL SWING -TIES MEASUREMENTS | BEUSED |NDISPOSAL SYSTEM UNLESS OTHERVNSEN�ED. 2,000 GALLON TANK COVER IN (1) 19,5' 22.8' 3,000 GALLON TANK COVER IN (3) 18.01 21.9' �- � . � ��`�v� "- - ��|mi , , | Englewood i�KO�� SECTION |U0 LJ� U�VV8| ��<|NL� SEDIMENT | i .00 - ' 103 MAP 16 EXISTING 1,250 GAL. SEPTIC TANK TO BE ABANDONED (i.e, PUMPED, BOTTOM OPENED / RUPTURED AND FILLED wl NOT TOSCALE 1.)CONTRACTOR TDMONITOR AND INCREASE SIZE OFTRAP SHOULD FIELD CONDITIONS WARRANT IT. 2>CONT�ACTOR8HALLNOT|FY{�ONSER\AATION � _' - SHALL r COMMISSION AGENT PRIOR TQSTART OFANY WORK � {}NTHIS PROJECT, | RAVVBALE8 Ex|S||mu 3BBDROOM i ' ^ DWELLING ' TO � / / FFE=7��± ANDONEO ^� / tp TOF=5�8'± ` ~~ ' 5 --4' ' /~ MAP16 LU|uy / 10.0O0G.F. 1-4 WOOD DECK 3x2' EXISTING LEACHING CATCH BASIN (SILT SACK TO BE INSTALLED SHED ff19 `` _ _ |�~�, � -~�`� ` ^��' \'�vr '�'x / PR��F�TO CON EXISTING 1=2.7' 4 BEDROOM STOOP DWELLING FIFE = 6.5'± EXISTING SAS ON)(LOW PROFILE) C/o U.P. /14, WORK LIMIT LINE 414 3x3' H-20 TIGHT TANK LEEVE PROP. BUILDING 174751 SEWER PIPING & ADD #21 < CLEAN -OUTS AS SHOWN EXISTING DWELLING NO 'C' 3x9' PROPOSED 2,000 GALLON LOCUS»��»��U U�� PLAN ~�U �`N�� U & �K "U 0�~� D�~0 ��U�� ~~=~ ~~�~_,~�. " ��^ "" �SCALE: 1" 1000' K��Ux~��U �1��J�U�A8�0��4|�� n,., .�^_"x^�..°/. ^�,.n^^_rxv�_ 4 SLOPE � � THIS SNOTOES�GNEDR]R/\GARBA�ED|�POSAL � S� 1 | � � O. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK RLUN{]VVHEN � SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED VNTHDUTFIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. � 7 ELEVATIONS BASED ON NAV D 88 DATUM. BENCHMARK ELEVATION OF 527' ESTABLISHED � � �� | ON TOP OF LANDC{}URT BOUND WITH DISK AS SHOWN ON PLAN. 8. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TOCONSTRUCTION THROUGH DIG -SAFE ATLEAST 72HOURS PRIOR TOCOMMENCING WORK ONSITE � � AT1-888-D!G-SAFEAND ANY OTHER APPLICABLE AGENCIES, REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 8. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE � � i | STRUCTURES SHALL BEMADE WATERTIGHT. 10. NDDETERMINATION HAS BEEN MADE A8TDCOMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT |STOOBTAIN SUCH � | | DETERMINATION FROM APPROPRIATE AUTHOR|TY� � � 11 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-1ULOADING UNLESS � LOCATED UNDER PAVEMENT, DRIVES ORTRAVELED WAYS INWHICH CASE � TFST UT~ATA THEY SHALL WITHSTAND H-2DLOADING. � ' | 12. CONTRACTOR SHALL NOTIFY DESIGN EN{�|NEEROFANY 0SCREPANOE8FOUND |N � � e INSPECTOR: i � G(TECOND|T|{}N8FROK8THO8E8HOVVNPR|DR��CONT|NUAT|DNQFVV�R�� ^ EVALUATOR: |pi tel 13. pR{}p[�SEDPROJECT |SLOCATED VNTH|N: � � � C�8�EAPPROVAL DATE: ASSESSORS 16 PARCEL 39 ' � DATE: � June92016 | 14� ------ ----' OWNER DFRECORD: RAYK�ONDT. MORLOCK&GA|LR. MORLDCK | TESTP|T#: 1 / ADDRESS- BG|NNROAD � ELEVTDP= 4 VNNCHEGTER MA . � � ELEVVVY\TER= 1.57 FEMAFL0CAD ZONE � PERCRATE= <2min./inoh A8SHOWN ONCOMMUNITY PANEL# 25001CO588J� � 15 DEPTH OFPERC= 12"-36' � � � � � DEED L.C.C. � 15. PLAN REFERENCE: LC.PLAN #2OO77-A ' TEXTURAL CLASS: 1 17� ALL08TURBE[)AREASGHALLBERE8TOREDTOOR|G|NALC�OND|T|ON� � | 1 ! 18. THIS PLAN |STOBEUSED FOR TIGHT TANK WORK ONLY. JCENGINEERING WILL NOT � � n' x5o' | ^�c.."^=""."oo/rv�no'/ccor`crumo/^mrnr��oruxm/r�/m-r�mn�no//�onc� | ° 12. /OO{� Fe� -�7 ~ 30' ` B ` | | 36" NUK8BEROFBEDROOMS (BUSONE) 3 NUKABEROFBEDR[}{)K8S(OE0{�N) 3 DESIGN FLOW 11 GAL/DAY/BEDROOM TOTAL DESIGN FLOVV GAL/DAY DESIGN FLOW x 5OOY6 = O GAL/DAY USE PROPOSED 2000 GALL[}NSEPT|(�TANK �1��J�0�A�y��AI��4�� ''~^'��° ''"`'"" ~�'"'`��^`"�� NUK�BEROFBEDROOMS (EXISTNG) 4 NUK88EROF8EOROOK8S(OEG|GN) 4 OES|GNFLDVV 110 GAL/DAY/BEDROOM ____ TOTAL DESIGN FLOVV GAL/DAY DESIGN FLOW x 5OO96 = 2 GAL/DAY USE PROPOSED �0O0 GALLON SEPTIC TANK DEVVAJER|NGSED|K8ENTTRAP FOR TANK ' EXCAVATIONS (see de�i|). CONTRACTOR TO ENLARGE SIZE, SHOULD |TBENE(�E8SARY �� n�� 8 ��8 KU ��U«~��K� DURING C{}NSTRU{�T|ON(DO NOT ENCR{]A{�H ^tu8' �-�PROPOSED 3.0DO{�ALLON ��`�� n ��U�� K��" v��,�x� H2UTIGHT TANK \ /~ WITHIN 5O-FTVVETLAND BUFFER ZONE) ^^ - �1� ��A�J�� AVE|��TT�� 1� ��N��W|�� AVEt��ATT�� Y" � `' ' ' `�^-"" ' '" ^'"'' ��° ''' ~^- ^ ^� ^- TIGHT ^ ' TANK ~, '^^ '~�-"" ; '^^`"'' ^�' '"^�`- ``" ^- TIGHT ' ' TANK . Benchmark Top of LCB/disk/�^ PROP.2.800 GAL(|am/pro�4*)H-20TIGHT TANk�(o/ 8~extended base) PROPOSED 3'000GAL. H-20Tl��HTTANk�kmV8^extended base) K8�� 1A ^--__~ H\GHGROUNDV&4TEREL.=1 5';U8E3.S2'(aenunnnafuUyinundnbsd) HIGH GROUNDVVATEREL.=1 5';U8E3,S2'(oaaumesfu||yinundated) '-'''' - '/ ~� ~-~- TOP TOP DFH-2OTIGHT TANK EL. =3.92' LOT ^ -_ � � �^ - - - - ^~' `~ BOTTOM OF H'2O TIGHT EL = -2 25' BOTTOM {]F H'20 TIGHT TANK EL = '2.25' � � � WATER DISPLACED = [3Q2' -(-2 25'Dx 13 O'x7[Y = 5G1 C F WATER DISPLACED = [3.92'-�2.25'�x 17.0'x7.0' =734 C.F. ^m�x1' | � � '^ � � � � �^ | VVE|<�HTOFDISPLACED VVY\TER=5O1[�F.x82.4LB/C.F.=35.ODGLB8 VVE|GHTOFDISPLACED V�ATER=734C,F.x62.4LB/C. F.=45.8O2LB8 ~ VVE|{3HTOF2.00OGAL. (LOVVPROFILE) H'2UTIGHT TANK =31.25OLBS VVE|GHT[>F3.00OGAL. H-2OTIGHT TANK =38.43gL8S SOIL COVER DIRECTLY ABOVE TANK = (4�5' -3.Q2') x 13.0' x7.O' = 53 C.F. SOIL COVER DIRECTLY ABOVE TANK= (4�5' ' 3.92') x 17.0'x7.0' = 69 C.F. ' ' | VVE|GHTOFSOIL ABOVE TANK= 53{� F x 11OLB/� F = 583OLB8 VVE(GHT(]FSO|LABOVE TANK =G8<�.F. x11OLB/C.F. =7.5QOLBS i �� ' SOIL COVER DIRECTLY ABOVE 8''BASE =[4.5'-�175/Dx28sf= 175C.F. SOIL COVER DIRECTLY ABOVE 8'' BASE =[4�5'-�2.OU')]x34of=221 C.F. SITE �~ PLAN OFS0LABOVE 8''BASE = 175C.F. x 110 LB/C.F. = 19.250LBG VVE|GHTOFSOIL ABOVE 8^BASE =221 C.F. n110 LB/C.F. =24.31U LB8 SCALE: 1^= 1,250+5,030+19.250=56,330LBS > 35.O0GLBS;THEPiEF�]RE^�{�CEPTA0LE 38,438+7.S90+24,31U=70,339LE�S >45.W02LBS;THG1�EF��E��{��EPTAE�LE C Loamy Sand 10Yr5/8 Fine Sand �. no�umc~uv/ uno/u/. .°""°`"`~. ..".�,..�...�" .."""..""..�``��"^ PURPOSE � � 19. IN ACCORDANCE WITH 3Y0 C&8R16,401'15.4OS.THE FOLLOWING LOCAL UPGRADE � 3.50APPROVALS ARE REQUESTED FROM 310CMR15.211' ' | � (1J A4.1'VVA|VER(1O.O''5�8'\ FOR PROPOSED � ' 2.07 TIGHT T� � ' - FRONT PROPERTYLINE. � (2.) *2u vva/vEn (/u u / / ) FOR THE oc/oACn FROM THE rnurwocu 3,000 GALLON TIGHT TANK TO THE EnS|}w\j HOUSE FOUNDATION. 1.50' � � |CONSERVATION COMMISSIONREQUIREMENTS: � | � � / nmwork cxany kind shall occur uothe Resource Area side mthe work limit line. This line shall be � established priorto _' construction_or work,_� 2. All imported fill shall be clean and not contain any foreign debris such as cement, bituminous concrete,� � ! rubber, metal, trash, boulders, etc.� x Debris, including litter, shall oepicked upimmediately. Any excess material that mexcavated from uthe job � site shall be disposed of at a location approved by the Conservation Administrator or in a covered dumpster.� No debris shall be allowed in o Wetland or Waterway. � 4 VVa�hingofaquipnnen�tno|sehaUbedon�{}FF-S|TEorhand|edinanlannerepproprinhabythe � Conservation Administrator. 5. Noequipment shall be refue|wd, nor shall fuel bestored within 1OOfeet ofa resource area. � -2.50' 6. Any area that is disturbed during construction shall be revegetated immediately or as soon after as the � i commences. Penn�n�ntgbabi|iza�ionaho||becarriedoutinurdortom�nimizeenosion gro�ngaeasonconnm � . � TEST�� U�� U PIT DATA �� LEGEND �~��U=N�� INSPECTOR- 5Ox� EX|STNGSPDTG�ADE � EVALUATOR.- Michael P |E.I.T. _ _ �- - EXISTING CONTOUR � � � � � Oct. CGEAPPROVALDATE� 1999 ---- E/T/C EXISTING UNDERGROUND UTILITIES � � DATE: June8 2016 � 2 ----W------W EXISTING WATERLINE � TESTP|T#: � ELEVTOP= 4.00' -----'GAS E)<|ST|NGGA8L|NE ELEVVVATER= 150' TEST � PERCRATE= � EXISTING 1.008GALLON SEPTIC TANK E00__0JOEPTHOFPERC= � PROP{>SED20}0GALLONH-OTlGHTTANK : � � TEXTURAL CLASS: 1 . � -- ----- PROPOSED 3.000 GALLON H-20 TIGHT TANK � O^ 4�0O PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE C Fine Sand 4]7 MCP JLC Added filter fabric bag over discharge hose; added note BY APP'D. DESCRIPTION ��y~��D�� Uy�� ~�.��~�� PLAN o- o~^v�vv-v��u-�� TIGHT o U nv~�o��^� PREPARED FOR: ��Y�/��F� T. y��| M�~� � ��H R. Y��h��.� /^^. , m.~^'n^^ . . m.��. ~^-��'~ �� ~�^^'^- '~' '�^��"~^-�°~~'~ LOCATED AT: 1� � 1� �� A�Y��l�� '' �= '~~'"^-«° ''^"`"" ~�'"''~�-^^�^- W�� UTW K�l O�� . . ^^. ^,°"�� . . .. ."'^` ="-°' ~~ SCALE: 1 INCH = 10 F[ DATE: JULY14.2017 o n m eo oo . FEET . PREPARED |�~ ��J/�|h��|hJ/� |yJ�� / w^� �-v��.^��u_`^.'��, ""=�. ! �� r~�� A|/�A | "-^'�� CRANBERRY HIGHWAY .""^`. ��7- �f��0� R�� r EAST ' -- - '--' - --' -- ' ----- ^ 508_273_0377 | Drawn By: MCP Designed By: MCP Checked By: JLC Job No: 3479