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15B-001
The • Y . 2 HARDWOOD Berkshire • STAKE. 8' -0" 16" 1B" O.C.E ; 2'x2 ° xJ' STAKES, Ii 2 PER BALE 1' � 8' 1' Design FILTER FABRIC 4 SILT FENCE TO BE ERECTED WITHIN 1110 LAOIS STAPLED x FUY8AlE5 BUTT TIGHTLY FULL PIECE IC TO • TO STAKES, FABRIC / V� TOGETHER IN CONTINUOUS -7�I Group, Inc. BE BURIED N TRENCH � INE IN LOCATIONS SHOWN x %% %% ' =11111 NQ SEED 1 fandroape Axhdfttnve t1AYaALES TO BE IN FIRM _ 1 - 'III II �' Civil Engineering / / CONTACT WRX C�UNp •'•/... = 9 DRY, BATTER FACE, HORIZONTAL II : • Imo. L is . U ` 1 Ll / 1 II I S ( w i COURSES PITCHED TO REAR - ••- B VIII FLOW n - I G - I N = ' � r �'O� �.4� ° e' PROPOSED ••. • 80 1= ,> / \ _ 3/8 ° /FT DETAIL us �4. ••'•O0••• -111 6" TRENCH / I IVI ,, WITH BACKFTE Jr.' UNDISTURBED SOIL / /` / � •• SEE ••. 3 1" - td NOT ••i •••�8: •1 / / / / / /�,... ° o i Ow e 1 4t. •ya; 1 111 NOTE CF !/111 / 1.'' :__ 8 W ; B`(} • • • 1•• 12 •'! • •• I GRAVEL Men mpton, THE SETATON AREA ADJACENT TO THE HAOBAIb �l /// / I O' ''i'• : • . $ . • .• 'Y•` :• 1.6.1.............°••••• •• 101 2.. •.yo.. •}p�� BACKFILL (413) 582 -7000 • FAX (413) 582 -7005 �// I, /// / /II / / / G/ � llA /� / lIl •� y •} rj., •.. _ '3/40,0,4%,,,,,. / O ° . 8 " i I III E no.N bdBEbePlace, r'kshFedeNorthasi9ncan Massachusetts 01 IU 1 1 %1 1 =11111 IV •• II IV IVII - IQII= • G jl Weis httpJ /.nberkshlredesipxm 1 Erosion Control Barrier AT LEAST J GORSES IN ?C: ,8 III I- VI11_U I11_VIII IV11 II IVII E RG HEIGHT TLL • 8 ° i� '�; 6'.11-.7--- III = yH okc L.5 ntS s�H�A�E KO p i p 3' TRAP ROCK GRAVEL �� i L''III V III 1.. 6 8 O 'IM i f s �", mArea • IDIOT -VIII Y--- CX12" III OMCT n n NOTE IF UNSUITABLE CONDITIONS P.M ENCOUNTERED, DEPTH OF BASE 1 7 z i • C N9. J2 46a ERV/ MAY BE INCREASED IN THE FIELD. - a II II • M IVI - `- � • • • IIIII •• ' GRAVEL EASE SHALL CONFORM TO THE MASSDOT 11'' a ;j,Y�� 12 COMPACTED GRAVEL BASE MATERIALS SPECIFICATION M1.03.D, TYPE B. llll • '' _ L.: III .III -' 41 I UNDISTURBED OR / .0 SUBBASE IIi -- II l 11 II H - 11 11 II 11 II11( =NB IITI =IV_ 1111 COMPACTED SUBOVDE TAM train 4 sot :Mend nor dM R be red kr mwbu(/m meson unless Dm dyed Pdwd mil d a X ia ragaN•d I. adobe 3 Gravel Driveway dA ...,- w 61 awn". Asel•vl RI a 8mbbn 0.6r 0.* las TUFF MAT ANCHORS INSTALLED • vied .ow lrolls or =Md. Use witte• PER MN(UFACNRER'S SPEC 4 Retaining Walls - Height < 5 ' De a ' t. an • Dosed 2 Y Y DOSING GROUND L nta Dm* a•• es 1w mdbeltA De Wain S O / L,s 1'IS TN, hndng © =I al d a m m A ogee _ preemie d TM -- beleMA Dtalp Ore* me. and dial M to A•4•1 a wd M el./ •X s � It:.n i III .o,.t U. mtt ca®t ( the Bmwt• Nip HM,(p Ma B_ 1 EAS i1 GRASS )(GELATION III i � - � -- IL= \ IANDLOK 300 TURF REINFORIOeS MAT 1ll 11g 1- NIS. 1 11�SiL1 1 \ UM SNRBED OR COMPACTED aACKHLL 0 Vegetated Swale a LOAM R SEED SEE DETAIL ILLS EXISTING VEGETATED GROUND • IFNI I SPISADFB INSTAL 2Y L •' N •• A • - • 4 1 I PRECISE CONC. CURB AT FULL l I� 11 1 �: I I I III I I I + PER FOOT \ HOPE OARED Tx 20' PRECAST GONG TOMBS DETENTION WNW 3DNSGAUED po O O0 3' END DUVET SECTION *ER. SEE WIER DETML ennW. WDR ELEV. = 465.0 O O O 0 O 'l-! L-1 FoR uuhWIML LENGTHS 1 - nk '. LENGTHS/ELF/5 a O O ^q j I � CEMENTED STONE MASONRY ME ppE n_ C� 12- H7 _ -_, A B C \ 2 VALL (HEIGHT VERIEST SEE PLAN) MENSI ON fFTT F ,40 MI V ` STONE /RIP RAP BLANKET DI ` a ?' V I I l O O � � •L , V� �� - O� _ x'11 ,�7� HOPE FLARED END IFFIFNRON POND A E L FA � '. " �/1•, �N�`�' 'GS I� 1 - El _ 1 1� O C T S OUTLET SECTION O -� ♦ - R F - 1, 4 103 I Ow 1e a 10z 10 4 W 0 � • • • r �, y� ! I - ° e12• - 11 = h11 ° 111 _ _ - BATTER l /2' ner /Applicant: • • • • • 1C 8 19.5 2.7 2.4 - I � ' , 0.;„, `x c� I d a MF 1° al'^ _ i = Patrick Melnik, Jr, ' e � • 1 /�'�I•% 1D 8.9 36 6.25 28 6" NN DEPTH OF RIP R :mar da�s° ' - 308 Chesterfield Road 6i�d► ;1 ��lNlk1l e �f ' �g r � pTz .7 -1 - I O Northampton, MA ad ' 4 ' l * 3 A 26 1 7 3 1. 6•• ,. BA SE - ^ - O 0 ® p w WI' I - I� � . UNOMO OR COD ercou I 5 * 48 8.4 1 ].8 6 2.9 BOTTOM AREA SEE PVN LOMAT BORROW `• , , /t ' ,', SIDE SECTION 6' REAP COMPACTED GRAVEL BACKFILL • � • �� 0 - 1 ♦ I -O I 10' MIN. �i "PO" 1/2 CY M. CRUSHED STONE 111 4' WEEP HOLES B 20• D.L. Details PLAN �j Nv I IrA D 11 *•01Zi HOPE DRAINAGE PIPE SIZE VARIES (SEE PLAN) ••���"`� � •2 { �� 11'4 J • •/ • r ` l 4S �/0 ��1 J'.�'/ 4d� . .,.1: ,r��_ ♦p si o nw � - ✓ , ® . RHO CLASS 'C' CONCRETE DIMENSION (Fri Hm miymmo =1 _ ' SIN sON7stlNAiN o o • - ,v -' 7 A 2'3 (BY PIPE SIZE) J)F H B TFNTION POND A L E E INJ D lNV E 7's 20' PRECAST CONC. CURBS WIER A • - ` _ >, WIER SEE WIER TABIE 0 RIGHT 6' WRAP ` � fv, 1B 3.5 1 3.5 0.0 1.0 N/A 500.0 499.0 FOR INOMDUAL LFNOHS /ETEVS O •/ 7 011 , 6 N BLANKET 1C N/A N/A N/A 0.1 N/A 9 534.9 N/A ' F L l i GRAVEL BACKFILL 1111V10 s , FLOW 1D N/A N/A N/A 0.15 N/A 10 550.85 N/A ■ Q,°O l �lD l"' 1 t' -0' MIN S wrNmao�AN� ♦F ••��1••�� ''''' 12 4399 N/A ��‘ �/�,/ C'1° GRADE ' Ae ' O . ' T 3A N/A N/A N/A 0.1 N/A . / � �' • v.4 v9 s3. 4 4` I .•M1.�_ IxvDs� / L!• �∎ • .•• °O d••11 - 1111 =111 11_ � J 2 s 1 2s os os a a 66s a66.o • /�r1r / �� ' fir' A .� g A /��JJ� �., .."....11-18 , 9tiwq0s 11 sil QLA• `0�. G� 5.0 0.75 125 0 �l ° O� Revisions 6 48 N/A N/A N/A 0.1 N/A 10 573.9 N/A ` tt ♦ • 0 -v pv , � Ne �� ♦ �� 6" GRAVEL BASE e)/V �4 e.�4 N ♦�fs b�� ` ^ s. =1 •jts� UnDlsTUrmm OR , �r' 1 ��� 1 ����� • 1 ��� �� • 6.0 i:o ° . , < d - • o ��p� swage z Updated, inverts, woos and COMPACTED .�� • SIDE ELEVATION aaaLL � • r ,� � • 7.5 < d. ° ° 0 n • 8.0 LO 1.5 A � 8.17,12 - Updated, inverts, wens and (� d WIER 'B' B.5 detention pond dimensions �' I s, ° ° a° 1� WALL 6 FmTMG - III =11111 IVII - IVII =IVII�IVII�IIIV =III II�III1 III�III� 1. = UNDISTURBED SUBGRADE WALL 8 ON TABLE III II =I1I III II III II- IIIIIJII II -III • 5 Flared End Outlet 6 Detention Pond i o -) 0.5 �' Date; Mann 12, 2018 5 e`t Number awn L s n� L.5 WLS 7 '\ !Retaining Walls - Height > 5' NTS Drown r OtB EIM � m J • Checked Bp MBD The WEEPHOLE erkgnire D Design Oi1SIDE FCE Ai TOP CB FRAME 0 GATE Group Inc. AT BAS ) NOT ( — , � 1. MINIMUM CASE IRON FRAME MASS -205 A 11�. �` A LBS MANHOLE TOP SECTION Civil Engineering C n Planning 11 FIT III USED. PARALLEL BAR GRATE TO BE Lend Surveying 1�II I SEE DETAIL 6/L5 II ■ J i OUTLET PIPE 3. FOR DESCRIPTION. M4TERIALS, AND 2 111111 • ,,__ CONSTRUCTION METHODS, SEE STANDARD RIM = 534.40 ilia. SPECIFICATIONS y., IXSIOE FACE AT TOP 1. THIS DROP INLET IS NOT TO BE USED IM �$�$�� AT BASE AT ANY LOCATION WHERE R MAY PRESENT MASONRY DR BRICK NOT —�'�1, SEE NOTE 2 A HAZARD TO VEHICLES THAT RUN OFF FAT MORE THAN 12' Xi- \ 1V, �� ��� —` ( 4 i:e;::Aeti5 tSettS41 \ b \ ; �I\ n EIER oMlRCx � — PLAN AN. ULY. 5110 - _ , � , � edeslgncOn MORTAR BED OPMEPFR O GRACE - III ,��%.a2.41 GWE DROP MET —III - _ 24" RIPRAP M11 MPH TYPE C" GRATE B" RIFICE OR APPROVED EQUAL COTTON POT 1C NP�V�D� I .—.• -� - NOF A(q `�. q) .- ,- FLOW (� . FRAME CASING ` MARK S 9G' I� ��.��I . I. TO BE SET W FlN.I _ DM %'\I MN _ • 'i • • • BPoCK AS REQUIRED FOR .1.2 1 I • p er 7 20 PRECAST CONE CURD I O4 m + GRADE NAIUSMENT i = III = !IU ' i A Y „ No.32450 1 VII= VIII ° VII = s MIN � 'NTe.:V ESE 26 "e26" 8" OB PRECAST CONCRETE ♦ g= 181 1II�.IIIII 4 - olw. I k •„ �� ' I '`' 5" MN • IF e CURET PIPE -12" HOPE 1411 PRECAST REINFORCED �.�� CONCRETE MANGLE RISERS • •,, ° This awns a and Modal nor ski R be anal far mednn6m pompon FLOW.. I.o.. map We on admiral ml d a aqW*d knead a added In ►: di endow a lard Paw mills* by T o Bennis Donn Croon '1i II " OUREf PIPE Me: a dFml abra 1.. e -• COMPACTED GRAVEL HAClULL II! N banners RR imaapWa, mnad lb Welke e 161_ r *� - Owipa Droop Ye fa tlaMmtlm a* iffi C ONCRETE BASE, 3000 P51 4Y • • o - • ©CW PMY lk Rebhan Dei}a Gaa0. Irc. • .a .• ::, :-O o': . b: . ! o :n., • 1W t^d•9 ad eH d Y nntela m N. apapub o••i . • -.. ° •:a• pp q :' fi BOOR. Der➢+ �aP. aa., ad dMno(MF usof S �'.�• i . ! .� =��� 0 • 105TUP800 MATERIAL _ • '� ..° •Ned tls araM nand d Ra Brbhla OR COMPACTED SCREENED • I ' 111 111 11111 1111 IIIII 1111 - 111i1 GRAVEL (8" MIN.) 11111-1----- III 1 — III 1=1 NOTES: T. PEEPHOLES TO BE 4" PVC PIPE 12" LONG PLACED THROUGH EACH WALL OF I — III I I = i I III CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH, GALVANIZED WIRE SCREEN. MACE 1/4 CY SCREENED GRAVEL (I" -I 1/2 ") AROUND OUT UNDISTURBED OR SIDE END OF PIPE USE MWIMUM OF 3 MEEPHOLES PER BASIN. COMPACTED SUBGRADE 1. DROP WITS TO BE INSTALLED IN A MINIMUM 9' DEEP WELL AN0 SURROUNDED WITH A 2' COLLAR OF I RPRAP. 1 Drop Inlet 2 Outlet Control Structure - Detention Pond 1C L.6 Al n L.6 Not to Scale CB FRAME & GRATE FRANC SET IN FILL BED OF MORTAR PRECAST REDfDRCED CIDERETE MANHOLE TOP SECTION Owner /Applicant Patrick Melnik, Jr. SEE DETAIL D L5 308 Chesterfield Road 2 Northampton, MA 01053 RIM"039b IMMI A D .. 15.. H.. ��• '3g1. MASONRY OR BRICK IOW � NOT HOW THAN 12' ' g' 'Pep I' 4 — ! P MATTER OOFN'E I ° °_ II II— "461p1 25 \— - °11111 -. Details .. DOD 438 DENIENRON POW It re 20" PRECAST CONC. CURB � • =III_-1-111-1 was. VIhIVIhIVIr � " e t' ., I bIVJIII IIIII 4'-"' RA M` • , e ° — 4 11=1 11 1° • II.NIII 5" MIN t• • II PRECAST REINFORCED 1�. RIM MALE RISERS J[r • 0 OUTLET • PPE ;6 INV 535.0 b 108 �{j Revisions �g • ■ 1 � , � 0 .* 8.17.12 - Added second outlet control structure Ilhi --9 IIII IIII 1i111 i1111111111I IIIII I Il iilq . UNDISTURBED OR COMPACTED SUBGRADE Data Sheet 1RNaer June 3 Scats Outlet Control Structure - Detention Pond 3A z D S NITS L.6 3 to Scale Dray By. 01 .40 6 Checked By. MBD / The / - Berkshire / — — — Design / --- -- \ \ Group, Inc. / / \ Iu dxape Areldgeesre / \ Civil Engineering / V \ Planning / / N Land Surveying . / / \ / / P . \ / / \ -0 (413) Allen l3) -7000 • FAX 582 - 7005 Place, Northampton, \ setts OIOEG / _ — L \ - APPROX. 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LO WON \ N \ N \ \ N \ \ \ \ \\ \ \ \ \ \ \ 114 I \ GR€L TURNAROUND , / ' I I / FUTURE 5 S \ \ \ \\ \ `c+;• \ — --� \ -_ TION OF \ PROPOSED- 3F2E`LINE \ \ \ \ \ \ \ \ \ r / / _ \ - \ -- \ \ ''''''''\:'b'' , -1,-,,,,M \ \ , 1 \ \ \ \ \ \ \ . '14, \ - / ' I ' \ 1 I / - 11 ,,73- STONE 6 BOULDER \ I \ -- \ \ h -..- e i • R ST 2 \ / / I I \ \ i \ N. / RETAINING WAL \ '� ' / I J I 579 ' \ \ AI / \` i- - mre. `- N \ \ \ PET TESr / , / I \ fi \ ` `�Q \ ` \ \ / / I I I / / ---- ; \\ \ \ \ _ — � O , eAD . //I , \ ----- RIERAR - ) R `� V _ \ / I --- / I \--- / - � - \ \ \ \ \ \. \ ` // — /' AM ; °�! \ \ � / Owner/A!! / — -- __- - `"- . \ \ •:`r i --- \ / / �.. \ o ♦ \ \ \ — \ / / ,, ` ` ENTIe •ONB�4B \ i I I Patrick yLayou CO 1 \ \ 62' EROSION RR �� i � �\ _ _ \ - �� �� 1 1 \/ / \ / / \ \ yy CONTROL BARRIER / S \ \ I I _ - I N__-- ` _ -I I \ \ \ \ I / / / / / P�O�S£D TREELINE / / y yyyyt\y�y \ \ \ \ \ \ \ _ _ __ - \ \ \ \c-) \ \ z ""x -- -T ---------..„---N \ \ \ \ \ \ \ - - - - _ �\ \ \ \ \ \ \ / ROL BARRI \ \ \ _ CONTROL BARRIER \ \ \ - _ _ _ _ _ \ \ \ \ \ `/ r Revisions - -, \ \ __-----, \ \ \ \ - - \ \ 1 6.18.12 - New Alignment & Grading .. \ \ \ \ \ \ _ - -- — / / \ \,,,, \ 8.17.12 - Revised catchment points \ \ \ ----- i — — — — — — \ \ \ \ \ and modelled roadside ditch \ \ � \\ \ \\ ``J 2 1 \\ / �\ \ �\ \ \ _ J I / / \ \ • \\ \ \ ` ` ` \ ' \ \ \ -- — -� I I Dptm March 12, 2012 Sheet limber / \�\ \ ■ \ \ ------ — same / \ \ \ _ \ \ \ ` — E1N /BCD '---- \ \ \ \ \ _ o to z o 4o so fib _ \ \� \ \ �\ \ _ Checked BN • MBD /� ' -- _ - - - / / - -- / /� /i / i - - - // // 5 / / Berkshire / / //� - - -// // - -- // / /// Design / / / / / / % %� / / / --- / / / / / Group, Inc. / / � / — — — — / / / / — / / / / — — Landscape Architecture / / / �� Civil Engimring Planning / — / / / �/_ / / InndSar.Ying ,...::.--::;::"::::,„„i2> — — — — ___ ____. _ _ __. „...- ,,,,, ...„ , . . . ____ ..,„.... _____ _____. ,...- „./...7_ __ _ ____ _____ ___:.„, ,..., „..,... ____ r_5 \\\ \ / / /// �/ / — — — — — I / / / j / / — — / / /— \ 4 Allen Place, Northampton, Massachusetts 0100 // / /� / / / / / / / =� / — I ' _ \ \ (413) 582 -7000 • FAX (413) 582 -7005 j % ' / / / - y� / / / / / / — / / — \ EnWb bdgeberkshhedesIgn.can / / / j — S� tk / / / j / j y/ �_ — — / / _ — _ — — \ \ Web http I I / // / / / / / / / / i ' 5S----- _i — t "Fa 4c 7 / i 1 �� / / / J ii1 II1 / / / / / IIul , , J I II I I 1 I HE / /41LD / // / I Ill //! 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BARRIEJ2 a ��` \ Y 1 •" 4• . � \ SI \ \ \ \ \ / \ \ \\ \ \ \ \ \ \ / / / / / LEVEL SPREADER =4355 IE / , �� \\ \ \ \ ??SS \ \ \ \ \ \ \ \ \ \ \\ \ ( 1 I 1 1 OUTLET CONTROL STRUCT R : / / ' ; L : 26 / / l • \ \ \ \ \ \ \ \ \ \ F�' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I 1 15' RIM (GRATE) 439.6 / -( /� 8 25 � � ` \ \ \ \ \ , ' 44 \ \ \ g \\ \ \ \ \ \ \ \ \\\\\\\ \ \ 1 \ 1 I 4' HORIZONTAL ORIFICE 438.25 / \ \ \ SEE DETAIL 5 3 Lb / / / � I f,,. \ \\ 1 1 I I . �\\ \ ` �► r v \ \ \ \ „ � \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ B a \ �• �4�-'� � - _ � 1\ \ \, \ \ \ \ \ \ \\ \\ \ \ \ \\ \ \ \ \ \ \ 1 I l \ \ \\ 1 WF I B22 / � 1 � � .. f or \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 Rev / / / / CIS. ' : ` : -. \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ l 6.18.12 - New Alignment & Cnadina wF \�> • / 4 1 .. \ \ \ \ \ \ \ \ .\ \ \ \ \ \ WF A5 WF A6 / / y. / / �+ /' / \ \ \"\\:\ \ \ \ \ \\\ \ \ \ \\\A \ \ \ \ \\:\\, \ \ \ \ \ \ and modelled roadside ditch wFAs'� / I Vii' 4 IP ` \ \ \\ \\\ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \\ \ \\ \\\\\\\ \ \\ \ \\ \ \ \ W Al ( \ wF Bt � .< - , \\ .\ I Bn \ \ \ \ \ \'N \ \ \ \\ \ \ \ \ \ \\ \\ \\ \ \ \ \ M'F 19 I M + .. 4_ . I I B'18 \ \ \\ \\ \ \ \ \ N \ \\ \ \ \\ \\ \\ \ \ \ \� \ \\\ Data March 12, 2012 Sheet Maher / / 1 1 I I / / / —7- I B,S \ 1 \ \ \ \ \\ , ,.�� \ ., \ \ nn \\ \ \\\ \ \ \ \ \ \ \ � uala 1'=26 \ / \ \ \ � N � � \! Ns \\ \ \\ \ \ \\ \ \\ \\ \ \ \ \ ➢rnm B7n / VF All —• I / / \ \ \ / 1 , 1 \ 1 N ' \\� ∎ \ \ \ \ \ \ \N \ \ \ \ \ \ \ \ \\ \�\ cneaeaer 'f WF 51 3 MG WF 512 ' I agreement must be recorded prior to the issuance Of a Certificate of Compliance. The Commission shall be notified annually of cleaning activity. 35. A stormwater permit from the Northampton DPW for the full driveway, to the house - location, must be received prior to construction. 36. The area between the driveway and stream shall be maintained as a permanent, natural vegetated buffer. It shall be maintained in its pre - construction state, and shall not be mown or planted with grass. 37. Boulders at least 3 feet in diameter shall be placed every 20 feet between the driveway and wetlands. 38. Any future project to cross wetlands to gain access to certain portions of the property will not be qualified as a limited project roadway under 310 CMR 10.53(3)(e). 39. The driveway shall not be paved. 40. Salt and other deicing agents shall not be used. 41. The driveway shall be graded so that runoff is directed away from the wetland .RE IE 2a PATRICIA A . '! I I 28. Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 29. All disturbed areas shall be graded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30, of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 30. No disposal of soils or other materials shall be allowed within: a 100 -year floodplain; 40 feet of the 100 -year floodplain elevation; any wetland; or any area within 100 -feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances - Chapter 337 31. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: 33, 34, 36, 38, 39, 40 32. Upon completion of the work covered by this Order, the applicant shall submit an as -built plan, signed and stamped by a registered professional engineer or land surveyor, together with a written request for a Certificate of Compliance. The plan and written request shall specify any ways that the completed project differs from the plans referenced in the Order. The as -built plan shall include, at a minimum, and as applicable to the project: elevations of all pipe inverts and outlets, pipe sizes, materials, and slopes; all other drainage structures; limits of clearing, grading, and fill; all structures, pavement, and contours within 100 feet of wetland boundaries; all alterations within the wetland resource areas; and all dates of fieldwork. 33. The owner of the property described in this Order must advise any potential buyer of the property that any construction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property or any portion thereof, shall contain language similar to the following: "This property is subject to the Northampton Wetlands Protection Ordinance and /or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and /or a Determination of Applicability from the Northampton Conservation Commission. 34. The culvert and level lip spreader must be inspected and cleaned annually. Plans for cleaning and reporting must be included in the stormwater O &M agreement. The O &M ' 1 "ATTACHMENT A" 20. Prior to the initiation of any work, the applicant /owner shall submit a letter of understanding to the Commission stating that he /she has received, read, understands and shall comply with these Orders. The applicant, and, his or her contractor, foreman and /or construction manager shall sign the letter of understanding. 21. Prior to the initiation of any work, the applicant shall submit to the Commission a sequencing plan for construction, and erosion and sedimentation control installation. 22. Prior to the start of any site work, excavation or construction, a pre - construction conference shall be held on the site, between the contractor conducting the work, the site /project engineer, the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre- construction meeting, all erosion control devices must be installed. 23. All required permits must be obtained from federal, state and municipal agencies and departments prior to the start of any project. 24. A copy of this Order and associated plans shall remain on site during all construction and /or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 25. All revised plans, referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. 26. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is peimanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 27. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales, erosion control blankets, riprap, filter berms or other devices planned for use during construction. I I Massachusetts Department Protection Provided by MassDEP: - -. -- — - -- - -- __ -; Bureau of Resource Protection - Wetlands ���� � W P A For 5 — O rder of Co nd i tions bass EPFile# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 P Tr nsaction # Ci Mown E. Signatures This Order is valid for three years, unless otherwise specified as a special O* . cDo ODE( condition pursuant to General Conditions #4, from the date of issuance. 1. Date Issuance Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. 2. Number of Signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same.time to he appropriate Department of Environmental Protection Regional Office, if not filing electro. , and the property owner, if different from applicant. Signatures: 7/7406-7'1- ' G [ by certified mail, return receipt ❑ by hand delivery on ,R n i\\OvevIk.Ji o !� Date Date VVep,t c �� / 1( F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he /she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act (M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpaform5.doc • rev. 12/23/09 Page 11 of 12 II Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection Wetlands MassDEP File #:246 -0655 WPA Form 5 - Order of Conditions eDEP Transaction #:428682 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Iown:NORTHAMPTON MassDEP Stormwater Handbook, Volume 3, Chapter 1, Low Impact Development Site Design Credits) shall not be altered without the prior written approval of the issuing authority. 1) Access for maintenance, repair, and/or replacement ofBMPs shall not be withheld. Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? F Yes r No 2. The Conservation Commission hereby(check one that applies): a. r DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 1. Municipal Ordinance or Bylaw 2. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order or Conditions is issued. Which are necessary to comply with a municipal ordinance or bylaw: b. p APPROVES the proposed work, subject to the following additional conditions. NORTHAMPTON CHAPTER 337 OF THE 1. Municipal Ordinance or Bylaw WETLANDS 2. Citation GENERAL CODE ORDINANCE 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: FINDING UNDER THE NORTHAMPTON WETLANDS ORDINANCE: THE COMMISSION FINDS THAT THE PROPOSED PROJECT IS A ?LIMITED PROJECT? AS DEFINED IN 310 CMR 10.53(3)(E), ?REASONABLE ALTERNATIVE MEANS OF ACCESS FROM A PUBLIC WAY TO AN UPLAND AREA OF THE SAME OWNER IS UNAVAILABLE.? ALTERATION WITHIN THE PROTECTED ZONE IS PERMITTED PURSUANT TO SECTION 337- 10 E(2)C OF THE NORTHAMPTON WETLANDS ORDINANCE. PLEASE SEE ATTACHMENT A FOR CONDITIONS Page 7 of 9 * ELECTRONIC COPY . I Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File #:246 -0655 WPA Form 5 - Order of Conditions eDEP Transaction #:428682 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town:NORTHAMPTON Professional Engineer provides a Certification that: i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification. For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation, recharge, and/or treatment, the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures; if.. as -built final construction BMP plans are included, signed and stamped by a Registered Professional Engineer, certifying the site is fully stabilized; iii. any illicit discharges to the stormwater management system have been removed, as per the requirements of Stormwater Standard 10; iv. all post - construction stormwater BMPs are installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure that they are not damaged and that they are in proper working condition; v. any vegetation associated with post - construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance. Prior to requesting a Certificate of Compliance, or Partial Certificate of Compliance, the responsible party (defined in General Condition 19(e)) shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement ("O &M Statement ") for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan ( "O &M Plan ") and certifying the following: i.) the O &M Plan is complete and will be implemented upon receipt of the Certificate of Compliance, and ii.) the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post- construction pollution prevention and source control shall be implemented in accordance with the long -term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi - Sector General Permit. e) Unless and until another party accepts responsibility, the landowner, or owner of any drainage easement, assumes responsibility for maintaining each BMP. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement of record, acceptable to the issuing authority, evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 19(0 through 19(k) with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 19(0 through 19(k) with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. fl The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the O &M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three (3) consecutive calendar years of inspections, repairs, maintenance and/or replacement of the stormwater management system or any part thereof, and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make the maintenance log available to MassDEP and the Conservation Commission ( "Commission ") upon request; and 3. Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O &M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit (as defined in the Page 6 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau Protection W MassDEP File #:246 -0655 W P A Fo of Resource 5 - of C ond etl i ti ons ands eDEP Transaction 4:428682 l \ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town:NORTHAMPTON but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 8. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to the Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, " Massachusetts Department of Environmental Protection" [or 'MassDEP"] File Number : "246- 0655" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DEP. 12. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition #13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation harriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the "Project ") is (1) 1- is not (2) F subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards, then the project is subject to the following conditions; a) All work, including site preparation, land disturbance, construction and redevelopment, shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and, if applicable, the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8. Constniction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post - construction stormwater IIMPs unless and until a Registered Page 5 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File #:246 -0655 WPA F orm 5 -Or o f C eDEP Transaction #:428682 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town:NORTHA.MPTON a, square feet b. square feet c. c/y dredged d. c/y dredged 19. I- Land Containing Shellfish a. square feet b. square feet c. square feet d. square feet Indicate size under Coastal Banks, inland Bank, Land Under the 20. r Fish Runs Ocean, and/or inland Land Under Waterbodies and Waterways, above G. c/y dredged d. c/y dredged 21. r Land Subject to Coastal Storm Flowage a. square feet b. square feet 22, f R estoration/Enhancement (For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c & d or B.17.c & d above, please entered the additional amount here. a. square feet of BVW b. square feet of Salt Marsh 23. r Streams Crossing(s) If the project involves Stream Crossings, please enter the number of new stream crossings /number of replacement stream crossings. a. number of new stream crossings b. number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may he extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order, 6. If this Order constitutes an Amended Order of Conditions, this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill. Any fill shall contain no traslu, ret use, rubbish, or debris, including Page 4 of 9 * ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File #:246 - 0655 eDEP Transaction #:428682 WPA Form 5 - Order of Conditions City/Town:NORTHAN4'TON ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 6. 1- Land under Waterbodies and Waterways a. square feet b. square feet c. square feet d. square feet e. c/y dredged f c/y dredged 7. r Bordering Land Subject to Flooding a. square feet b. square feet c. square feet d. square feet Cubic Feet Flood Storage _ e. cubic feet f. cubic feet g. cubic feet h. cubic feet 8. r Isolated Land Subject to Flooding a. square feet b. square feet Cubic Feet Flood Storage c. cubic feet d. cubic feet e. cubic feet f. cubic feet 9. E Riverfront Area a. total sq. feet b. total sq. feet Sq ft within 100 ft c. square feet d. square feet e. square feet f. square feet Sq ft between 100 -200 ft g. square feet h. square feet i. square feet j. square feet Coastal Resource Area Impacts: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10. r Designated Port Areas Indicate size under Land Under the Ocean, below 11. r Land Under the Ocean a. square feet b. square feet c. c/y dredged d. c/y dredged 12. r Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. r Coastal Beaches a. square feet b. square feet c. c/y nourishment d. c/y nourishment 14. G Coastal Dunes a. square feet b. square feet c. c/y nourishment d, c/y nourishment 15. r Coastal Banks a. linear feet b. linear feet 16. r Rocky Intertidal Shores a. square feet b. square feet 17. r Salt Marshes a. square feet b. square feet c. square feet d. square feet 18. r Land Under Salt Ponds Page 3 of 9 * ELECTRONIC COPY _ I Massachusetts Department of Environmental Protection Provided by MassDEP: T f � Bureau of Resource Protection - Wetlands MassDEP File #:246 -0655 WPA F orm 5 -Or o f C eDEP Transaction #:428682 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City /fown:NORTHAMPTON CULVERT DETAIL, BERKSHIRE DESIGN august 12, 2011 1 " =10' SHEET SK -1.0 GROUP B. Findings 1 .Findings pursuant to the Massachusetts Wetlands Protection Act Following the review of the the above - referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. F Public Water Supply b. f Land Containing Shellfish c. F Prevention of Pollution d. F Private Water Supply e. i- Fisheries f. F Protection of Wildlife Habitat g. F Ground Water Supply h. F Storm Damage Prevention i. F Flood Control 2. Commission hereby fords the project, as proposed, is: Approved subject to: a. F The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. C The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. r The information submitted by the applicant is not sufficient to describe the site, the work or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3. C- Buffer Zone Irnpacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 31 OCMR10.02(1)(a). a. linear feet Inland Resource Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. E Bank a. linear feet b. linear feet c. linear feet d. linear feet 5. F Bordering Vegetated Wetland 13 13 0 0 a. square feet b. square feet c. square feet d. square feet Page 2 of 9 * ELECTRONIC COPY -_ - _.. - - __ __- III I I H11111111111 1111111 __ 20 .. 00024731- _ _ _ __ - - Bk: 10732Pg: 184 Page: 1 of 12 Reoorded: 11/29/2011 10:47 AM Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource MassDEP File 4:246 -0655 WP A F orm 5 - Ord er Protection of Co - Wetlaniti ds eDEP Transaction 4:428682 ` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City/Town:NORTHAMPTON A. General Information 1. Conservation Commission NORTI- IAMPTON 1 Issuance a. F OOC b. r Amended OOC 3. Applicant Details a. First Name PATRICK b. Last Name MELNIK c. Organization d. Mailing Address 110 KING STREET, - #1 e. Cityfrown NORTHAMPTON f. State MA g. Zip Code 01060 4. Property Owner a. First Name PATRICK b. Last Name MELNIK c. Organization d. Mailing Address 110 KING STREET, - #1 e. City/Town NORTHAMPTON f. State MA g. Zip Code 01060 5. Project Location a.Street Address CHESTERFIELD ROAD b.City/Town NORTHAMPTON c. Zip Code 01060 d. Assessors Map/Plat# 15B e. Parcel/Lot# 001 f. Latitude 42.34234N g. Longitude 72.706404W 6. Property recorded at the Registry of Deed for: a. County b. Certificate c. Book d. Page HAMPSHIRE 1681 102 7.Dates a. Date NOI Filed : 7/15/2011 b. Date Public Hearing Closed: 10/13/2011 c. Date Of Issuance: 10/28/2011 8.Final Approved Plans and Other Documents a. Plan Title: b. Plan Prepared by: c. Plan Signed /Stamped by: d. Revised Final Date: e. Scale: RESIDENTIAL DRIVEWAY, BERKSIIIRE DESIGN CHESTERFIELD GROUT, July 13, 2011 VARIED ROAD, SHEETS Ll- L4 Page 1 of 9 * ELECTRONIC COPY 4 O q'N_AMPT \„ ■gr ,, ;;� `` PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON �l� planning • conservation • zoning • northampton GIS • historic • community preservation • central business architecture �a �� 1� }1� Sarah 1. LaValley, Conservation, Preservation, & Land Use Planner • slavalley @NorthamptonMA.gov • 413- 587 -1263 November 29, 2011 Patrick Melnik, Jr. 110 King Street, #1 Northampton MA, oto6o RE: Order of Conditions, DEP #246 -655; Parcel ID 15B -oot, Chesterfield Road Dear Pat: Enclosed please find Order of Conditions for the above referenced project. This Order has been recorded in the Hampshire County Registry of Deeds, and filed with the Department of Environmental Protection as required. The ten business day legal appeal period from the date of issuance has expired, so the prof ct may begin at any time once pre - construction conditions are met. Please read the document carefully, as it contains conditions that must be adhered to befor during, and after work on the project. Please feel free to contact me with any questions or concerns. Thank you, j r) Sarah LaValley Conservation, Preservation and Land Use Planner Cc via email: Doug McDonald, Northampton DPW Jeff Squire, Berkshire Design Group City Hal! • 210 Ma in Sft et, Room 11 • I+ 4/nrrtIlantptnn, MA 01060 • www.NarthataptantAit.gov • Fax 413 - 71264 cdstuartmed art re paper 8. Prior to issuance of any certificate of occupancy, the driveway and the drainage system shall be constructed as proposed and conditioned by this permit, and all land adjacent to the driveway shall be stabilized and vegetation established. 9. The applicant shall notify the Northampton Conservation Commission of all changes to the approved plans within resource areas and buffer zones. „,„ - r/27/4 Signature of City Engineer Date cc. Planning Board c/o Office of Planning and Development Building Department Conservation Commission c/o Office of Planning and Development NI: \Stormwater Management Permits\ I Stormwater Permits lnternalWermits_new applications\Chester[ield Rd_30S_Melnik \\308 Chesterfield Road Permitdocx Page 4of4 • driveway. The DPW can provide additional guidance on required revisions to the maintenance schedule. The final agreement shall be approved by the Northampton DPW and signed by the owner and the Mayor of Northampton. The final agreement shall be recorded at the Registry of Deeds at the owner's expense. Section 281 -8 of the Northampton Stormwater Management Ordinance provides additional guidance for the requirements of this agreement. 2. This project will be required to submit one or more Notice of Intent (NOI) to the U.S. EPA for coverage under the NPDES Stormwater Construction General Permit. A copy of the final NOI and Stormwater Pollution Prevention Plan (SWPPP) shall be submitted to the Northampton DPW for approval prior to the start of construction and prior to issuance of a building permit. The SWPPP for the project must include sediment and erosion control to keep sediment out of the infiltration systems during all phases of construction including construction of individual houses. 3. The proposed stormwater management system is designed to mitigate peak stormwater flows. If after construction of the proposed system, the system is found to increase stormwater flows to adjacent properties or to the municipal storm drain system, the owner shall redesign and reconstruct the drainage system to prevent any increased stormwater flows to adjacent properties or the municipal storm drain system. 4. All detention basins, outlets, vegetated swales, level -lip spreaders and other non -piped components of the proposed stormwater system shall be constructed as proposed and stabilized as soon as possible during construction of the driveway and preferably prior to receiving drainage flows from the proposed development. Additional erosion and sediment control structures may be required during construction. No construction phase stormwater flows shall be discharged to the infiltration basin. 5. The Site Plans specify the area that will be cleared and the area of proposed impervious surface and gravel driveway. Any expansion of the cleared area beyond that specified on the plan or increase in the area of the driveway, house, or any impervious surface as specified on the approved plans shall require approval by the DPW and may require an amendment to this Stormwater Management Permit or a new Stormwater Management Permit. 6. The lower section of the driveway at Chesterfield Road shall be graded so that runoff from the driveway will sheet flow off the roadway to the drainage ditch and not to Chesterfield Road. 7. The driveway has been specified as 10 foot wide with a 3 inch trap rock gravel surface and a 12 inch compacted gravel base. Any change of the surface or grading of the driveway from the approved plans shall require an amendment to this Stormwater Ivlanagement Permit. M:AStormwater Management Permits Stormwater Permits lnternal\Permits_new applications \Chestertield Rd_308_Melnik \308 Chesterfield Road Permit.docx Page 3of4 6/15/2012 and Drainage Calculations and other information revised 8/17/2012), stamped by Mark B. Darnold, P.E., The Berkshire Design Group, Inc. c. Massachusetts Department of Enviroiunental Protection Checklist for Stormwater Report, dated 3/12/2012, stamped by Mark B. Darnold, P.E., The Berkshire Design Group, Inc. 2. The Northampton Department of Public Works (DPW) or its authorized representative shall be provided access to the property to conduct inspections before, during, and after construction activities as necessary. The applicant shall arrange with the DPW to schedule the following inspections: Initial Inspection, Erosion Control Inspection, Bury Inspection, and Final Inspection. The DPW may also conduct random inspections to ensure effective control of erosion and sedimentation during all phases of construction. 3. At the completion of the work, including construction of stormwater management facilities and landscaping, the applicant shall submit to the DPW as -built plans stamped by a professional engineer of record in the Commonwealth of Massachusetts and a statement from a professional engineer of record in the Conunonwealth of Massachusetts certifying that the materials and construction of the stormwater management system was constructed in accordance with the approved plans and will function as designed. All changes to the approved stormwater facilities shall be documented by a professional engineer of record in the Commonwealth of Massachusetts and approved by the DPW prior to submission of as- built plans and the certification statement described above. 4. Annual Reports that are stamped by a Registered Professional Engineer documenting the actions completed as required by the Operation, Maintenance and Inspection Agreement shall be submitted to the Northampton Department of Public Works by October 1“ of each year (see Specific Condition 1 below). 5. If construction of the proposed stormwater system has not started within five years of the issue date of this permit, then the permit will expire and a new permit will be required. Construction is defined as clearing, grading, excavation, filling, and installation of drainage structures on the lots specified in this permit. Specific Permit Conditions: 1. Prior to issuance of a Building Permit, the applicant shall record an executed Stormwater Operation, Maintenance, and Inspection Agreement that is binding on all subsequent owners of land served by the private stormwater management facility by recording it in the land records of the Registry of Deeds. The maintenance schedule and responsibility for maintenance of all components of the proposed stomnwater management system must be adequately specified in Attachment A to this Agreement. The draft Proposed Stormwater Management System Operation & Maintenance Plan for Post - Construction submitted as part of the Stormwater Drainage Report dated March 12, 2012 must be revised to the satisfaction of the Northampton DPW including but not limited to inspection and maintenance schedules for: the level lip spreaders, the outlet control structures, the driveway culvert, the infiltration basin, and control of erosion of the gravel M:AStom water Management Permits\I Stormwater Permits InternallPermits_new applications\ Chesterfield Rd _308_Nielnik\308 Chesterfield Road_Permit.docx Page 2 of 4 yai� r STORMWATER MANAGEMENT PERMIT a il APPLICATION DECISION City of Northampton Department of Public Works Project / Site Name: Patrick Melnik, Jr. Project Street or Location / Assessor ID: 308 Chesterfield Road, Leeds, MA / Map 15B, Owner Name: Patrick Melnik, Jr. Owner Address /Phone: 110 King Street, Northampton, MA 01060 / 413 -582 -9970 x] 06 Application Submission Date: 3/26/2012 THE FOLLOWING ACTION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Disapproval of the Stormwater Management Permit Application based on a determination within seven days of the receipt of the application that the application is administratively incomplete (see attached documentation). Approval of the Stormwater Management Permit Application. X Approval of the Stormwater Management Permit Application subject to any conditions, modifications or restrictions required by the Department of Public Works (see below) Disapproval of the Stormwater Management Permit Application based upon a determination that the proposed plan, as submitted, does not meet the purposes set forth in the Northampton Stormwater Management. Standard Permit Conditions: 1. All clearing, grading, drainage, construction, and development shall be conducted in strict accordance with the following plans and information submitted with the application and as amended by any conditions attached to this permit: a. Site Plans for Patrick Melnik, Jr., 308 Chesterfield Road, Northampton, MA, Sheets L.1, L.2, L.3, L.4, L.5, L.6, Revision Dated 8/17/2012, Stamped by Mark B. Darnold, P.L., The Berkshire Design Group, Inc. h. Stormwater Permit Application and Stormwater Drainage Report for Patrick Melnik, Jr. at 308 Chesterfield Road, Leeds, MA, Dated March 12, 2012 (revised M:AStormwater Management Pennits\ Storrnwater Permits Internal \Pennits_new applications\Chestertield Rd_30R_Melnik \308 Chesterfield Road Permit.docx Page 1 o f 4 10. Do any signs exist on the property? YES NO X IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES X NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY ZONING Lot Size /7. 6 v ./ , ej �v ,4 Frontage f i lv 3 1 o Setbacks Front Side L: R: L: R: L: R: Rear Building Height Building Square Footage % Open Space: (lot area minus building Et paved parking # of Parking Spaces # of Loading Docks Fill: (volume Et location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: 0 9 / 2 8 / 12 Applicant's Signature %' ck J. Melnik, Jr. NOTE: Issuance of a zoning permit does not reliev . • applicant's burden to comply with all zoning requirements and obtain all required pei • rom the Board of Health, Conservation Commission, Historic and Architectural Boards, Dep • ent of Public Works and other applicable permit granting authorities. W: \Documents\ FORMS\ original \Building- Inspector \Zoning- Perthit- Application- passive.doc 8/4/2004 P OCT -1 2012 OP/ 3 - if6' File No. o F, B „ oN y►� ► G PERMIT APPLICATION (§i0.2) ,;lease type or print all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order) payable to the City of Northampton 1. Name of Applicant: Patrick J. Melnik, Jr. Address: 46 Chestnut Avenue, Leeds Telephone: 584 - 6750 2. Owner of Property: Alice E. Melnik Address: 311 Chesterfield Road, Leeds Telephone: 584 - 6750 3. Status of Applicant: Owner Contract Purchaser X Lessee Other (explain) 4. Job Location: 308 Chesterfield Road, Leeds Parcel Id: Zoning Map# / Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure /Property: vacant lot 6. Description of Proposed Use /Work /Project /Occupation: (Use additional sheets if necessary): U1i„ existing driveway for access to house site. 7. Attached Plans: Sketch Plan Site Plan Engineered /Surveyed Plans X 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO X DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document # 9.Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES X IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained X , date issued: 11 / 29/11 (Form Continues On Other Side) W:ADocuments \FORMS \original \Building- InspectorA Zoning- Permit - Application- passive.doc 8/4/2004 File # MP- 2013 -0045 APPLICANT /CONTACT PERSON MELNIK PATRICK J JR ADDRESS/PHONE 46 CHESTNUT AVE (413) 584 -6750 0 PROPERTY LOCATION CHESTERFIELD RD MAP 15B PARCEL 001 001 ZONE RR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT 62 k Fee Paid k� Building Permit Filled out Fee Paid Typeof Construction: ZPA - UPGRADE DRIVEWAYFOR ACCESS TO HOUSE SITE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRENTED: Approved iV Additional permits required (see below) PLANNING BOARD PERMIT QUIRED UNDER : § 550 ' -1t, Intermediate Project : Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management /Oh AF_ Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning & Development for more information.