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HomeMy WebLinkAboutPlans - 100 DALE STREET 5/23/2013 - DGA ra0'Ep FI.: HY4 WY} q :p M:id1 XWS A' I ?fi SwE C-6 r a,EtCw Fvc F 5 sE.FU R.OE Vv 1. a Ib:ra ux6 _ 1 NV- 1 0R.. l OE S' M%15-elb 9rrJ C.%n cMnl•1 rtb -IF aA 80.7" mss/'" \, 111 F Y�SH f?✓+9 !PAAD A?EASI - ACTUAL ' % \ LENGTH LOCUS i o 0 0 " INSTALLED " Q-3 �16 a J ; " I c� BOIYOERE S1ryYylEUr HF.310 4BASEETg11E., .YO 1JJ Pu- 4 I,E�+,1d C-i , C-z r O ' rLEAN PIaSXEO BRbreEtt STgeiE rrvv'I NOMINAL CHAMBER SPECIFICATIONS SIZE IWX Hx INSTALLED LFNGTFII 34.0'x 16.0'x 85A' !� sEmVJTT suVR •seE STrXtxnECFls OESruI4.ANUU h11NIMUM INSTALLED STORAGE 3t.0 CUBIC FEET �o� V / \q�� \ DOWNSPOUT AND STORMTECH SC-310 WEIGHT 35 USE, D ti h G / FOR STOR61TEC j ` \ ' INFORMATION CALL 1-888-892-26.-4 •. I FOR ROOF RUNOFF STdRMTECH SC-310 �-� e o / I - / NOT TO SCALE ��L'U'1 1 ��df,7(,�IFI Map dil'Tt44�G�1 1 Gor.1g1e NOT TO SCALE � . LOCUS MAP NOTES: \ 1.THE SUBJECT PROPERTY IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER WATERSHED PROTECTION DISTRICT AND SUBJECT TO THE REOUIREMENTS OF SECTION _ \ LOT 2 ROOF RECHARGE 1.13fi OF THE T05VN OF NORTH ANDOVER ZONING BY-LAWS. 20'MIN. CALCU( (� LATIONS. 2.THE SUBJECT PROPERTY IS NOT LOCATED WITHIN FLOOD ZONE A OR V AS DEPICTED ON LIMIT D WORK , FLOOD INSURANCE RATE MAPS COhIMUNITYPANEL NUMBER 25W980003C 8250098 W05L: FOOTPRINT AREA=1837 SF I 7-1- y:y J FI REVISED THROUGH JULY 3.2012. FP 1 RECHARGE VOL.=(0.5')(fYi2'R 17985F) =18.5 OF EXISTING 10 \ , / 3.ANV FERTILIZER USED ON THE PROPERTY IS TO BE PHOSPHORUS-FREE AND GROUND ID IAIN ail f r \ VOLUME PER SC-310 CHAMBER T, MIN { PAVEMENT \ ` =3'CF+CHAMBER PJON-ORGANIC PESTICIDES ANC HERBICIDES ARE PROHIBITED ON THE PROPERTY, VOLUME OF VOIDS IN STONE UNDER CHAMBERS 4.IN AREAS OF NEW LAWN AREA THE SOIL SHOULD BE WELL AERATED THERE SHALL BE A =010 033'8.12'3.83'1=4.1 CF 2'TO 4"CRUSHED ( N )( I( MINIMUM OF 6 INCHES OF TOPSOIL,AND WHERE POSSIBLE NATIVE VEGETATION SHOULD STONE,TO A to 1N1lAUM VOLUME OF VOIDS IN STONE AROUND C{4AlABERS BE PLANTED TO MINIMIZE THE NEED FOR FERTILIZER AND WATERING. DEPTH OF 6" d ' \ LOT T'A \ =(040p11 SF)(1.38)-5.8CF L ' O/ / \% $, TOTALAVAILABLE STORAGE VOLUME.'CHAMBER A -90r 6'4�`�', ., =31 t 4.1.5.8=40.8 CF 5.COPPER GUTTERS AND DOWN SPOUTS ARE NOT TO BE USED IN THE CONSTRUCTIUN OF / F DRAIN ROOF RUNpFF THE HOUSE \ DR WELL INFILTRATOlt1 I' \ �'�®/'6\'' I Z- NO.CHAMBERS CRUSHED STONE CONSTRUCTI)N ENTRANCE 71 pE\�,y pn C oy 5.THE CONSTRUCTION'SEQUENCE THAT APPEARS ON THIS PLAN SHALL BE FOLLOWED \, 7I AR`j3 ' -8A, 66�S. N� p TOTAL STORAGE AVAILABLE 81.8 CF NOT TO SCALE q :f` 7,THE STORIAWATER SYSTEMS SHALL BE MAINTAINED ACCORDING TO THE ATTACHED THE CRUSHED STONE ENTRANCE SHALL BE MAINTAINED IN A SCHEDULE CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF OF WOK CF SEDIMENT ONTO THE ADJACENT ROADWAY. \ 8.ALL WORK ON THE PROPERTY AND FUTURE MAINTENANCE SHALL CONFORM TO THE \ ROPDSEQQ\\ ', \ I ORDER OF CONDITIONS FOR THIS PROPERTY AS ISSUED BY THE NORTH ANDOVER 1 l V= I A6.`00 1 PLANNING BOARD YRpr SEA \ \ ' J4'TO I.t?'ATCME FN VDR IN ROOF RUNOFF INFILTRATION CHAMBER DnwEL LOT 1 ROOF RECHARGE aR ,pE15E DR''£WAY _ MAINTENANCE c.Rasra+K ' - CALCULATIONS: I.INSPECT CHAMBERS AFT ER EVERYMAJOR STORM IN THE FIRST �_J pAgvEt ' FEWMONTHS AFTER INSTALLATION TO INSURE PROPER STABILIZATION M£N � 0'q rhodo�end7 l)I b ah g4 \ IN 7RA 0�2 FOOTPRINT AREA=iB515F AND FUNCTION �. r RECHARGE VOL._(0.5-Ht'/12"1(1851 SFI 94 =77 OF 2.INSPECT THE CHAMBERS 72 HR AFTER STORMS QUARTERLY FOR VOLUME PER SC-310 CHAMBER THE FIRST YEAR TO DETERMINE THATALL OF THE WATER HAS 31 CFOHAMBER DRAINED FROM THE CHAMBER n 4 ` UkpISTVffHEp SdX4 r VOLUME OF VUDS IN STONE UNDER CHAMBERS 3.INSPECT THE CHAMBERS ANNUALLY TZ HOURS AFTER A STORM TO EXIST'• =(0.40H0.33)(8.12'y,3.83')=4.1 CF \ NOUS VOLUME OF VOIDS IN STONE AROUNOCHA.M1IBERS DETERMINE IF MEV✓ATERHASORAINED DRIVEWAY DETAIL =(0.4tl1(115F)f1.33')=5.8 CF 4.IF THE INSPECTION REVEALS THE CHAMBERSARF NOT NOT TO SCALE C' I cqR tt�o tt ` OSEO TOTAL AVAILABLE STORAGE VOLUME/CHAMBER � IN IBBO', =71*4.1+5.8=40.9 CF FUNCTIONING PROFERLY CONTACT A SiQRAfWATER PROFESSIONAL FP �. NO.CHAMBERS TO BE USED TO DETERMINE WHAT ACTIONS ARE NECESSARY. DRIVEWAY RUNOFF TREATMENT STRIP MAINTENANCE Id' / e1Y 1.INSPECT CHAMBERS AFTER EVERY MAJOR STORM IN THE FIRST FEW MONTHS AFTER TOTAL STORAGE AVAILABLE 81.8 CF r INSTALLATION TO INSURE PROPER STABILIZATION AND FUNCTION 2.INSPECT THE TREATMENT STRIP 72 HR AFTER STORMS QUARTERLY FOR THE FIRST _ 5 YEAR TO DETERMNE THAT ALL OF THE WATER HAS DRAINED FROM THE STONE y g a R 3.INSPECT THE STRIP ANNUALLY 72 HOURS AFTER A STORM TO DETERMINE IF THE OR/ AY WATER HAS DRAINED INF/GTRA/ AREA' T ] r.Vu^"'A� 4.CLEAN DEBRIS FROM STONE AS NECESSARY 1 \ PLAN SECTION 5.REPLACE SURFACE STONE IF IT APPEARS TO BE FILLED WITH SEDIMENT 6.WITAPPEARS THE STRIP IS NOT FUNCTIONING PROPERLY CONTACTA STORMWATER wA PROFESSIONAL TO DETERMINE WFIATACTIQNS ARE NECESSARY. I t - / ' aw / xrr LEGEND \ \ ^!/ h� - // � �. ASSESSOR'S REFERENCE Ly,�` 37B LOT 9 PROPERTY LINE W LENGTH r ,m'r yy , 1• j j cV 383./' XE III WETLANDS �$ ,:,-C...� _OS,�„�'F• ° ��C ! } IEDIM'.-'{ PROFILE SITE DEVELOPMENT PLAN zs UFFS=_r FROM WETLANDS- 7, ;\ o/ SEDIMENTAT+ONaCONTROL DETAIL FOR 60oFFSer FROM wEnnNDS Sp. 25' -- ' I" 4'= CONSTRUCTION SEQUENCE WATERSHED SPECIAL PERMIT "00'OFFSET FRC,fA WETLANDS-- ill O' __-- ',Qv _ 1.INSTALL SEDIMENTATION CONTROL ALONG EXISTING DRIVE AND DOW'NGRACIENT OF EXISTING HOUSE. ` tA7 r 19 I ~ 2.REh10VE DRIVEWAY AND RAZE HOUSE FILL FOUNDATION WITH GRAVEL 100 DALE STREET CONTOUR WITH ELEVATION - ,., SAdH:LS9/ at,,,\ S7'7a -Br I 3,LOAM AND SEED DRIVE AREA OUTSIDE Of LIMIT OF N'ORK LOCATED IN -160-- ol RlIA=186'N.' '�.� r1, 4.INSTALL CONSTRUCTION ENTRANCE INV 171.00 "• "'"P ' \ 'i7'r,.4. © 1 5.CUT TREES TD LIMIT OF WORK NORTH ANDOVER, MA. _ 2FTCONTOUR _ PkIi E0~'` �, 6.INSTALL SEDIMENTATION CONTROL DOWN GRADIENT OF ALL WORK AREAS V=".71.17 - �1 DATE APRIL 4,2073 IK l 7,GRUB AND STUMP AREA 8,ROUGH CUT DRIVEWAYS AND GRAVEL REV:MAY 23.2013 JUNE 3,2013 RgrFR 9.INSTALL FOUNDATIONS. RECORD OWNER JOSEPH BAND CARROL✓O'CONNELL D.BEGIN HOUSE CONSTRUCTION 100 DALE STREET NORTH ANDOVER MA SiTE PLAN PROPOSED= ` 11.PAVE SUNDER COURSE INSTALL INFILTRATION TRENCH ALONG DRIVE INV 77/.71 12. APPLICANT MESSlNA DEVELOPMENT o T JO' 0' 40' 90' 13.MSTALL ROOF INFILTRATORS 4 a�-`L --I+� PROFESSIONAL ENGINEERS&LAND SURVEYORS re �*. 1J.LANOSCAPE AND LOAM AND SEED ALL DISTURBED AREAS /� /+�/q F�,.y- q p��+C/L� p cp/^� p�/+ ,�d SCALE: 40' 4+; ,} 15.INSTALL TOP COURSE OF PAVING f - %, I,i('7RISTIANSE & SE GI, IN S APw 16.AFTER STBILIZATION OF SOILS AND ESTABLISHMENT OF VEGETATION REMOVE SEDIMENTATION CONTROL 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830 RM 7' WViW.CSFENGR.COM TEL.978-373-0310 FAN.978-372-3960 Ox !NV 171.7 1 7 I Zg.i li C-6 / o ETLAND,QOS a LOCUS CA C-3 C-2. (:/gill Crog6 c•. Iviap cicto 11,21#1 Google 1 / O ,♦ to .1 E 4oU5E ; LOCUS MAP 1 r / r / i / e 1 0 1 / ENIOUSE 1 k 1 % SU ON SOIL j �% 1 too 1 %, 1 ` 1 ♦yo , 2 1 , Z99c 1 � 1 ' ' 0 1 A-13 i°''�o 1 A-11 ARL TON SOIL 1 A-10 A- yc `'o\ y 1 NOUSE I yF 1 A-8 P A-7 { Y� A•6 ` , \% S+ ZONE A-5 A-4 40 WETLAND A-3 J�/ lac U ASSESSOR'S REFERENCE / z 37B LOT 9 e > A-z -------------- 3j/ � co, o WETLAND LOCATION A-t ♦?? 2 A-12 A-t 0 r AND D A SOIL TYPES ,, ,, - 7j•/ ,, o ~ A'9 m FOR / ! ego 4_,5 WATERSHED SPECIAL PERMIT WETLAND 4,, 100 DALE STREET LOCATEDIN NORTH ANDOVER, MA. R DATE MAY3,2013.REV 5?3/13,613/13 3 4. % \\ e c RECORD OWNER JOSEPH B AND CARROL J O'CONNELL 3 W. SITE PLAN 'o ` r P`' 100 DALE STREET NORTH ANDOVER MA , JO' a ' APPLICANT: MESSINA DEVELOPMENT JO ea <� 40 PROFESSIONAL ENGINEERS&LAND SURVEYORS ' SCALE: =Ja CHRISTIANSEN&SERGI, INC, z . . CHU SETTS 01630 l6SUAR SRET R3ASSFAX.978-372-3960 A'VM'CSFENGR.COM TEL 978-370310 C U gx