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10A-001 Crow Hill Plansh0 Mb • - 440 4 1 CITY CLERKS OFFICE / E— .30 r !a0 rLAN rein ['- . _ ,fheQosed t� if _ of o•ao CMW Lion of - 495 �' ' • !+O . !1S . t f ASS t - 1 ' 450 - - 0.00 1-00 2.00 3-00 FKOFIU� xxr- r - 5v -o• HMIZMTAL) r .5 xfia .) Nose A: Driveway from STA. 0+751 to STA. 2 +50f and from STA. 4 +00t to STA. 4+7$t shall be Mtstroded at grade and with no crown to allow for overland sheet flow across driveway. , Notts: 1. Topography dhow, is from the 1965 City of Northampton photraemrctry. and is not the result of field sovey. 2 The existing and pt, to"imphy is aWo :b tuft and is iaended only to display the approximate gradients amd drainage patterns of the proposed driveways and to .. 9 . trace the fen btlity of cortstrnctian 3. The proposed drives are to be corm, acted twit that there will be mo hiadryh -F of stortttwater flow along or from ten• 4. Tire enact elevation. location. and number of proposed whetts and diversion swaks will be established in the field da stg construction. 5. Any ditch flow crested as a result of oonstruction of the driveways will flow a maximum of 130 feet, at which point diversion swales should be constructed to direct the now away from the drive. I IIS' v f75' IYG ' ' 175' VC. NP sue. rsa tas"q 4W.6 l � ' I n i " � L i � N e l I . x 4.00 5.00 a•00 7.00 6.00 9.00 10-00 11.00 12.00 *-00 ZbC Cmw� Inc. r.,.sstwo. �rA'Mr rvr CA's C'A9 Me-F1 to*r" Fes' fm.+"Ww+fd /hsq• a wen Place hhobMarota•. %Ssectusetts Moll (413) 5!2-7000 • r" (1113) 56?-?W5 'A Of .'' raAw s C t �• j o•A•,ac _ � w rr! Tb&W4 qrmw -W ova 0bF me b POWM -4n h KeE /a/ewvd wM of e wee %von -cMec' e• t+7 VWW- wvb�ec' y T4 bwk*-e Desrj• boo. K v an-a0 ahwe Spedal Permit Plan Of Land In Norwampton MA Hampshire Co. rrrpor for Robert A. Borowski Plan and Road Profile n� Ay�,st ht. levc ... lawn A tL or v ar A, V, J T"T iA -f. elf -fj A A 4, 4 44 _. - i� , ­- � X , . � X 4 j f -7 � M )z % i f IN I : . .!. i Ak ;71 .4 S IK 4 y ji x N , j 4 7 . v - 4 7. 'A. j, j - 's. itn' + 4, v if W Y, A 4 N: -tk 4 W F ui 'A. N/F 7 t � 7' _ - __ I ma- , , . i . 11 , . -- , - A -4., r RICMRO G. GEIVWINL C, 0 8 L R I D. MARMOR V.3 7 8002' 2364 PAGE 51 P -MMINAN bF' WAK ;i WAS V ir: 46 4 � k A A 4*2 15-271 AMY JO MITRANI v At. . k r y E PLAN BOOK 170 4 V vf" BOOK 2126 PAGE 178 1300K 4014 PA E 127 W kA r RiA 626 oe" Zu r _ 11 0 PAGE 88L, 143.00 ........... ."I Z 110-081 4 _Neo' ", - I W, � N/F J . . . , - - -4-1* A . I I '. � I ... 91 - , . 11 0 z le -_` - I `� -�7' 0. ; , _,� - 283.0, Fil Lm� -4 *% 0, t If - e k - rd 1, . ( 31 n; '600K 2598 PAGE 4­fL V k % —261 15 C /, VETCH E r" 'R '25.00 k 71 vuet LCA 53.60 _j 24 Af , - , F'. ; ��. � 1.' `7 1� I" , 4 �L -.'4 - A. "'1 . k 79 PtSERVOIR 51.73 c. swirr 44 1#2iDE -mu" 00 N8 __..v 207 + 3 7 2000 -4 L ChAD N171 4'3!rE A LWUS COUMN DRIVt LEE M. WHYTNEY 43.90 h - % PAGE 100 t < a VI Sor 4V - OT NUMBER 0) r EASEM0qT M .4. LK Ir A.'& ANN I PA �A 4 / _4 u V z P x f. 4 4, -. 4 DRIVE .01 OOK 'N% f - x T "UtItK Ao 4- CHORDAM 9719'4 ' v , GE 11-1 COORDINA -oo J, %1b E at 23.92 4 . t k 4, r Coo" 10 - Ck COMMON DRIVE WOOK t199 Pi 10 T.P. C) P. z AQ _D A! _ IS L im 24.94 9"Zft- - - I I I - - , Y - ­4 '�k � I A---% ee s 6.952 - N; x I kvEMEW '11030K 2126 PAGE 176 I OORAWSKI Z -7.17 -DOOK 153t PAGE 11 10 A - C . it 1; 44 ,4 1 -,. , ! - , * �'­ m 25-00 N = 29"8153.6n 9 E = 478473.98 N7(7454!rW PA' C 799 & 7.487 1 N .9— tit 0-40 ? 0 SYSTEM I% cres - ROM %0 AS DERI'VED rp lk- A DRIVE MEMENT -ol 4-` A 37 ROBERT BRANDT & CITY STATIONZ) A' EASEMENT JOAN T.- �1'066X 1799 -PAGE 85 10­47 EL 3t 27H. 271, AND 27S ._e . , - - . t _, I I - 5. ULKVA115 BOOK 2577 PAGE 126 USING FACTORS OF 1W . -DRIVE EASEMENt BOOK 2522 PAGE 135 q .7 CIRCA 1960, AND 7" PAC E 89 *1 � --- ­ :1 EC to I -8001<'l Ik. /SWERDLOW—BRANDT 1.1 A. -1 4 - 4000 0.539 ACRES'* 110-211 S88*,34#2 -%970n 1 7 223.37 T z T.P. % rHAM" 711, % A -4 AM 0 '42*,3 4 & W - �TMNJNG 80 P. v 7- �u v p A: PAdr owl �u' E + 4 6 BOOK 170 N SIGNED V t.61" �Y Mi A `7 J 41119-511 $14 4 iL nf 1991 P 38.48 -k S N 4K 44tso zom 350.0 % 9 9 E RUW RES 14o 0 r WATER %JPPLY PROTECTIOW' S 4 . ..... % 4- OVERLAY E -Z 4 , A A ­'-A 4 �v z; s Wit— % N LOTS FROWI SIDE REM N Zr eif,. :4 T.P I W�, % 1AI, ­4 ILI m 16 % A . % T I� N� A" DANIEL GARFIELD -.8.050 W " Jv� - - � �: V- E MACM j 6_1 Y L % 4 7 REOUIRED BUILOM" % i 0780 11,45.7 40 20 50 - r - �6 7- - 100 40 f 'Acres so 5,302 ...... Acres s : 44 - 226 Acres 1 4 t Iq Ilk f %AF % 6 I CmPFEM � k- vrU .4- ;'A Nff IT 4. 16 EAS�_MEW, BOOK 2602 PAGE 307 X A % W, -,4 4.,; '1. Coum6m UFWE -520.00 E W6*05'5 I �Z -f- �v % r it ................... 4 4 A `475949. S 2 ........... A! X '. ' I S85'05 4. - lro \j ....... . .... ...... r7to F_ to 45 r I v..&CMUSE ­ qq 1. its. Ar 1 46 -4p OORDINAlt IN A W _Ij ip, - L A 3 A. .................... 0S ED EASEMENT ALTERATION IN' 'PO t PtM'ENTMX6 T.P. S. 3 TEM .3.2 10 ILI, 7724 If AN, fo 44 ja w— A UNMARKED POW, -7 - ­4 % @ k 4 FRW THIS'OFFICE, W1 ED FEB 3. 1 �994 % - ROBERT BORAWSKF 71 PREPARED FOR 'Acres ­76_ 4­ Iz*_ LEGMD 5 2 A f E IRON PIPE OR IRON R&D 14 9a42 �jk _T 7 V 5.831 A;; N/F N7vV OR FORMERCY 'V _41 ri 050. ;k,4 . - %*- - - ' S, 6 19' 5 25s 0 P PARCEL 4.1 '1 - . i` , - Cr,421 110 zk Adre's It ASSESSOR'S MAP Z A PROPERTY UNIE 541 -'42L, Acres TEST PIT n T.P. %—I ji jvv-t 17% 11 -4. M ." EASEMENT' UNE 77- *E ABUTTER'S PROPtRtY u4t e X4 kp T.P. A DRIVE 0 Z T I I _ _ : A BUILDING SETBACK LINE i" mom 5 FOOTCONTOUR UNE A 2-1 36() .00 eo 25 FOOT CONTOUR UNE e V N 4 1 - 2 PROPOSED CONTOUR LINE -7, N., Nazl T P*, A A .340. .00 NOTE: s-1. T ?J 4 1� .......... ...... _ Y T vv -IT, , - % .6 5 - , ! I ---------- _ % T 'v I A . , . r - I / , I - * ), e. i LOCATION j7 4 7 4 L , -;I , I.- , , , w . 'N IS f IROM THE' Crrlr- - - �!7 "00i TOPO GkAPKY SHOW Nov 'MY OF NO FIL (SIP, OF NORTHAMPTON PHOTOGRAMMETRY, AND IS .4 % '000F ­"t- X'­v. 1 9. 1 V� ,:, rALT V 1ARTMENT WATER §35 24 # wo Em % 4 ", ;04( t jr, 110—CY61 N 2896 _" i W' f T; L %: SCALES f Z- E 478486.34 4 N ff� 41� FEET 1A IOU A k COORDINATE 4 -A V1 OF' MASS Ic I t N 7 Jj X SYSTEM METERS 0 ­I 14i �4 4 �r X 60 6 W v 4 A, V # ti 'tt, I ` A - _S 7 , F 2 T MIN A re A ME ID 'or NORTHAMPTIDIR > 41 r J 0. __ ' S ( WArER CHMAJRTWENT 0-79 11 r :E SHEET 4 & 9 ARE" AUG 5 r 4P LOTS 2, 3. '6, 8 PLAG Lot, M 4 N Jo 0 A A, .3% (P4 f v BUILDING IS PERMrMD ONLY IN ACCORbANCE Speelat Pe t Plan Of L 'nd In Z" NORTHAMPTON (Hanipshlre Cou) A WIT H THE SPECIAL FLAG LO _1 SIONS OF Pr%OVI' 3*2 FA I'A 4D THE NORTHAMPTON ZONING 'ORDINANCE. 0 46 '7` v. F T % fy x 2 . 3 AI 110 t?W 3 X 106 4 1 —u2 JOB NO. FIELD: PLAN: SCALE: NZ m f I- t )z �­ �. GORDON Ik . 4, V .. I - - X " t I Al 4- - 80 w a m i v w ) v A 4 7 1 s sa5i Prepared For IROBIERT A. RA 1 59.uu Y -KtT A Ob- W I LI m 80tk 3285 PAGE 3id" 4 'T R JPA 5 V -V LW R.LW. )tl -4- 1 "., 01 CAROL A. F, DRAWING NO.: COMPUTED: DRAFTED: CHECKED: A �;A a DO L.S. 11DD) E v low" :`ii _A 4 4! , � � I , � ' P 1, N- vt, 4 N i�l 4 t Y W 6F V` t , I I I I — u * - % . -s lAnd Surveying Geographic Wormation jl,ek ";_4 A A ' N ,­ 4L 'Ez" v " P" �k. "ORTH ASSOCIATES, INC' B(XW 6,55 PAGE 52 14 4i, S, - . 4. _ - , - ic - , -BOOK 1310 E 0 v SA I f' - 6� ED A 1063 8 GOUGEON PAG 4:- fu 4., ft", MNL E; x '37 —7249 ASSO MIES, INC. 117 Main St.. Greenheld, MA 01302 (413)774 MIMI d� 5 3 A :t, -. % . 3: fl,: iw ked Ix V_ tOA ) 1> Digitized q, �d i i 4 -Q- - 1 . 7 N `4N I. IV, W4 3� Am T �t l l ­ x Q N�; C hw A -1 R .3 41 �A _9 I tl, A h!IV 6' TAF MASS,467y1/,. -TTS PLANE �RDAW TE SYSTEM - MAIMAW ZONE - JALS THA1""A T LONGITUDE TI' .30' 9T CF LEGEND is LWARM? POhVr i = NOW PFE rO BE Srr a F tm ,SON Ppl' PLAMA G HOARD • MASS. �- e �4 n i APPROV ? a NOT REQU1R €D 0� APR 14 AVIOR !RAMP TO/ V. MA APPRO B ME PLAIMV% BOARD UNDER SUBDIKSION M1.1TROL LA w NO IT RE4UIRED. DA rFt S! "VI D� v a a W Q d ' 131688 �G ROAD LOC 4 s REMAINNO LANG OF ROBERT A. 9 AAIfV M. BORAWS`I(I 900hr 15,71 PACE I/ ASSESSOR �s MAP /O PARCEL / +� NOT rO BE A BUILD //1/G L o r By rHr.� PLAN k N � y �n Tw- 5 rr 1 A�L40oN' � RESERMGW LOCATION MAP NO SCALE REA W~ " -= )WAr AVOI } I CERr� - Y rHQ r rtfs PLAN HAS Bev PREPARED E' IN CONFORM /rY wrH rHE RULES AND REGULA BONS OF ME REG/SrERS OF DEEDS r OF rH.E COMMONWEAL rH OF MA SSA CHtlsErr ROAD A UDUR RAU 8 .55' S g wtOus A t 7 3 _ 85 �30.0 L 38•'10 E SIGIY Z .Zs � 0% � C 37.07 RICHARD L. !!WOODS PL S026I - 60 0 7 o FOR• C. T. AA E AS'SOCIA TES, P.C. SCALE IN FEET - Q O Q ° 75 Lu 80 0 80 /60 O o� �, o SO* FT• QQO � °'• h M O PLA.N Or LAND /.A/ 5% o NOR TRAMP TAN (Hampshlre Coo )MA OUSE X Z PREPARED FOP, ROBERT A. B ORA WSKI JOB NO. SURVEY: PLAN: SCALE: 8.� CiC�,.�6 MARCH' 1588 APRIL / 19 80 S 8y° 25' 00 1 w N' X47.36 o COMPUTED: DRAFTED: CHECKED: APPROVED: L �r� Ol _ � o R. Z. W K.A. lI! 14 l9Ei T A. 9 ANN Me � C.T. MALE ASSOCIATES P. t BORA IfS10 For me rly GORDON E. AINSWORTH & ASSOCIATES, INC. � Book I53I Pa n - •1 :�' S.S ' - _ e Engineers, 5��: �v and d Planners AS E� _ G'RS AIAP /0 P RCEL I q „ - 3_3 By d / - G0/ Digitised `� Checked ___ ,� s -� _ -- °> � � _ - � � 1 +� ; nom � :`,s: .. `: ' -• _ _ t ¢� S / _ "` / A►LL GOr'lt'1v� l21Zh/I 4- T47 Gol'1P_Y (,.JIT}I SI =GTicd :".15 J 44� , ` G,0 ti ` FLI LoT R U►REf"t� ate vr- Sul�Fo►c -� �v � - - D � - • _General Notes: -- - - _ l � � 4 � _ � �� � �.�. �: �. ,�,. ��1� -1-� �.t�►� �JIIIIIIII (,K&.A.L IbASF- . �. - - A �i I 1. Erosion control measures shall be incorporated in the scaucncc of 4� ' � � � �'� ' E X ISTtrlC, , �rI , ` ` Mv,_i . , -P PEA!! 4IOUte iirr F'FIL vaLurtI A - r Tl'•l• IS og �?IeAt�c.1✓ t5 Cv vE#{tLI�S construction to prevent sediment laden water from leaving the site. / x ' ftj Pt CT-- 6A4E..t7 O 2 IGI.FF� t'EJL +� ol-T7� 2. All hay bale and silt fence erosion and sedimentation checks shall be placed prior to beginning work as per the plan and as per appropriate detail _ specification sheets. v r 0 �� y fY_4;U /, 9 FIrAAK +DOUG !-UtYii� /t.T TH IS DGIvE. �6(Tlzre IS - - - �. F �. L_ 3. Natural vegetation shall be retained wherever feasible up to the scheduled \ L +' , _ _ ,4� . 00 r , \ s� �/EtIJGL�-i=D p Z �! I GLES I.fZ +{oU start of a construction activity in the area, where possible, clearing shall _ - - _ - - - immediately precede construction activity.: i • > 4. Erosion control measures shall, where applicable, incorporate at least the / - f F �F 4'� - - 1 L , c yj.c� \\ (TY1°� following procedures detailed on this drawing: E v e, OF W � e- rrlYr, I fi Ir /+ i `4 r , a. Temporary barrier of haybalcs to prevent sediment laden water from 1TY I - - - - ` ' ' - I` ZSZ • (vim ! - ,.- It,l�,l 1cX entering the pond. i t - -` - _ W E.X �TI b. Provide temporary slope erosion control where required. Idc, STREA e88 AC• M �, • �- _ _ c. Fill and grading shall be create with slope stabilization seeding or "� - • = '' - t1 R-- �� � ground cover and hay mulch upon completion S. No siltation shall be allowed in the wetlands on site and no erosion of the �. 60 _ _ < 1 Z bank edge shall be allowed under an circumstances. Fd FE 6. Wherever hay -bale or sd fence filters are used, they shall be maintained in p ` FEI���• T P 9 -1 good working condition until ground cover is reestablished. Silt fence shall be periodically ckaned as accessary to assure proper and effective si r - _ -- functioning, Hay bales shall also be replaced milarly as necessary to ` o `? �` 137.7 1 p rovide adequate function. 7. The downhill roc -of- -slope o[ all stockpiled soils shall be protected by staked i _.�r<- v ° 1 fi r♦ I ' hay bales or silt fences 7 e 3 3 A - , C e . I� r F 1 + N • 8. No stockpiling of soils shall be in wetland areas or within NY of wetlands ` - -� �` - � _ _ - - � ` +f - ` I H P � � 1 �� - I 5 . 3 2 � AC • shown. \ _ ,t - �- + R EJI tv GlE ' 9. All soils disturbed during construction shall be restore to grade, seeded and [lT t y straw F � i mulched with ha or aw until is established. 1l` 3 ' \ 0 0 ZZ3.3� � I 10. Soil stockpiles shall be shaped and seeded with temporary cover as per - q ;,s' F E..rlpu>✓ Ex IST I � seeding specifications or mulched if grading is to be delayed over winter. � - , C�TAT -!II T P 2? s- II I Landscape 11. All work in regulated areas shall be performed under the supervision of the N r vi �V A , , ' l:X 15T1 J b ibLl I Lt71t' 6v Tv KE.MA ti I Project Landscape Arcbitrct a Eng)nccr. Q 1 Z � i .•. • • \ •• \ \ --� - CP 12. If any questions arise regarding erosion and sedimentation control measures, � r • • �� ` � / - " the Project ut a LiwdseapsAtrhit Eagiiuu she!! be consulted immediately. N NI • - ' A�-L e_W uTEL(T!� To bE� ut#pE(eC�RoU p. _ L . r� F l d v caPHST[Rue_T lot•4 E lam? L4_ 1 ' . :` -,' ` I �l.` -<' l _ + + Erl Gat - }T)WL r lET}�PS C I� " 1111 (- -- ti _ _ ,q � i �t i - }{pr,YP.�LE baRR•l>=R•5� ��'IcaLt �,E _ -- - P�YEtD 7o oTc.'T• P1RE bA1ETl.A�D 4 ,1 �C aUI FF� 3�ESOtJ 1�. 1sR 1 I f ` ,, � " ' _ �: . - �sr \\ `•[ V , ` � 3. T tE.>:�, i � I,IS�I ��I•b. Lt- C✓E GLEAF Ell \ rl«•FY Utz rlrEl� vR1.�ES > T P� 6-1 VRA� t�v, r11ToF �, ' _ f, L I,. F-A �-! t•1 (� ?o � >= .%CAE_ o F s - 4. a�L DU I L I! Cv LaT� Tv ! V� • \ , rl. [4 A f_V �I =PTIG SYST>` -tom FbF Ilk 7*56-t ACe, I _ _ • a r � � � � \ / �' • � � \ S • LAT � Tf�T 1 �Fo�•i �*Tlor� FbY I r7 1 0*71-1- ACo mom isop ' v \ ' 1 ,� \ � t •. , Note: Z�. "Lot #2, 3, 6, 8, 9 Are Fla 6wic WI+, 40• Lots Building is Permitted f:b r- S€_,, t e Y ; = Q ( Only in Accordance with the VIII 15 UI L I d O u'1 ZE_.r& lt•- L I AL LT`T,) r �,< r _# ,, t ► ` \ . s 1 ' -. 7 . 7 Q AC • ' r` t • � , t -- - �, _ . � ' - _ � • -� '^1 ' lag Lot P SFJE D (olh.t. f Pi�trrY . v nA }},, of ,° �► •, Spec al F u :, �•��rry _ C� �.. / a 1 o r #an j loe de l t I 44 t 0 fl I 1 rt i l \ j �•� 4�G t Z&7_ MAI'1. CIRCLE �I � Ttl'•'lE.�i 7i•l€. i1i F�vrlTi�C�E x TP r T P -1 �' `, _ _ _ \ G '.` �€��I�EV - �1�1 -I - Ft.�•v T+�iS !`� TF&Hc- - ��.r I , . I ' �/ 5 e 8 O -t AC \ �,c 030 IDT� P � ARwur4 D T+� E 11 ' \l {!G L> (a r✓ __1� t � 1 �Ir� ti� LI P�►L e.11ZUJ.'rUr_Z !•1 BOUT Af�Y PoI� T 101 �ll r� ¢ T P 3 �L. b , P.4 7- z vr ' • • 1 ' o F V a 7 AC e / L I FG LE �'► Q LL T r 5T1_E.�T 51 cv (Tyr.) •. a .� I i 0 6oIMPL'r '�1 ` >l:, , Ivd to-it ! , r' - r _ A LL hF ! IJir- FfaC•t ?v �� r �� ' ' .M M • • �" 'M N, sly -r .4• W A. I Z �f �� �� �, �� • T P - v � - _ GOI'1fA•GT>eA 1<- R llt°I [�.v F L N � _ �•�•- II U l Lj� t ��T2�A•U{�- 1. I Hl✓ ` ,� -� � (T1!P• � -S ET � �� , s 4P Tv Ul5 LE0 F P1a.L. S E Fv FL.A -0 SE-E 9211°'IEt L � 11Y t �u t � � L S AS LIS TED A. �vE. t� rT' I T04AT of PRvl� v � -bUsE. I LA CTYP) I S \ ` I z I RLoLP t�t� T T�ST l -OGA A LrY A•L, Design Guidelines s L o�TE 5Y C. Mo•LE A�S� , 11•�G• 7.68# A . p.PPRax It'IP•TrC, Evv Straw Bale Barriers \ _ � �, . oP• �E -�I�� mil-) , � I -� - - Erosion Checks Street Flow Applications _ _ _ _ _ t Bales shall be placed in a single row, lengthwise on the Baled Hai or Straw reoccur . wstA ends of adjacent baler � \ \ ] , tightly abutting me f ` ` \ I ' 1\ • ` i ' another. ONO I. All bales shall be either wise -hound or string -tied. Shrew t ` ,•,� bales shall be installed so that bindings are oriented -0 c around the sides rather than along the tops and bottas of ` bated hay or :troy 4 e the bales (in order to pr event deterioration ation of the bindings) - _ - \ \ 3 b •� ' Do les 20 bu'it . The barrier shall be entrenched and backfilled. A trench �- 6'= 1 - ' shall be excavated the width of a bale and the length of the , ' ! 1 " -- - together / t ' = � - �\ , � _ proposed barrier to a minimum depth of 4 inches. After the Tories depending on I+tighl • ,1 .. _ bales are staked and chinked, the exsavazpd soil shall ere _! slope and steenniss of • °1 � /f 'L� n backfilled against the barrier. Backfill soil shall conform resutling grads Ot son of a » to the ground level o the downhill side and shall be bu i lt stops =existing ground f fl of � p \ $ up to 4 inches against the up hill side of the barrier. i :t.rsection N _ 4. Each bale shall be secure) anchored b at least two stakes - = =•= V S\ c or rebar, driven through the bale. The first stake in each 1 1 p m bale shall be driven toward the previously laid bale to force ^,.=��? " \ -_' ' x the bales together. Stakes or re -bars shall be driven deep - 2 x 2 "x stakes each bore 1 ;� /' u i coy. l 7 enough into tie ground to securely anchor the bales. • • 1 t I / 5. The gaps between balls shall be chinked ( filled by wedging) � � o I ��f� � -• / � � v ell ' S � , IpE L with straw to prevent water from escaping between the bales. PLAN PLAN ,� � � �•�- (Loose straw scattered over the area immediately uphill from °• a straw bale barrier tends to increase barrier efficiency). I• _ s 6. ec InS p tion shall be frequent and repair or replacement shall we i' \ \1\\\ :;� \\ •'' .• - /fin r _ �I 19 be made prqmptiy as needed. erl+bonkment slop• 7. Straw bale barriers shall be removed when they have served (2) 2 % 2 "x3'sickes each bole their usefulness, but not before the upslope areas have been 6 permanently stablizied. ambansms, -,t slope Channel Flow Applications•t_ j� =� •f I V f -- existing 1. Hales shall be placed in a single row, lengthwise, oriented ;round perpendicular to the contour, with ends of adjacent bales tightly witting one another. overtop edges 2. The remaining steps for installing a straw bale barrier for sheet flv: applications aptly here, with the following addition. TYPE 'A' TiPE'B' 3. The barrier shall be extended to such a length that the Nore: Note L - -- _f t = end bales are higher in elevation than the top T tee used in locations where To be used where existing of the lowest middle bale to assure that sediment 'Laden runoff rr.e existing ground slopes in ground slopes away from the kill flow either through or over the barrier but net around it. toward the toe of the embank - =nt toe of the embonkmenl. ` 0 50 100 200 400 Scale: 1"=100'-O" z /- 00/ � :, o ._.. .4 A ra E V U • � 0. � 0 t• c '� z E`ce cE _.c► 3 0 o Qa v OWN b b� '.4 jai 'cheet N-alber Ll Sc d Digit) - -- - -- Checked O sow A 4w IV r C WWI •� ~ o 'J 4J E J ++ > 'cheet N-alber Ll Sc d Digit) - -- - -- Checked N r MAMMA S. GEWAIS BOOS i 126 PA;,E ' 78 15-541 N/F MARTHA S. GERVAIS o.v 257' P&LE t:E • r j f � ROAD 1 V /IOCUS� /. r 0 p - LEECS J' t LOCLIS SKETCH SCALE I'- - LOCUS COMMON DRNE EASEMENT EASEMENT TO - 30M A t ANN M. EAT NUMBER 90l � v. =f =•a LIS.: 2126 PAt 17o I10-221 O + 1531 ll It 110 -011 _ F - f7' P T O `, a o - JBERT A BORAIl �- • 1'59 P•:,L D1 1C -16 © O O 1199 PAGL I71 1C - 1• ISO _ •- 1799 PA;,F it -20 n O ANN M. 90RAWSIG • 1799 PA„E M '0 -17 l� + 1799 PA 69 Ito -1B O II&SM ACRES t i E -LAN BOOK 170 PAGE l ° 0 4 Sx;l ITT 1411011'r M yTON PL.441l 90ARD � APRIL 1991 - ZONED RURAL RFSIDENTML ` P& ,Ell S411l PROTECTION 2i9 OVERLAY - I t 1 i i z o m �. c C011bOM Cw�'.'E ' ," - u -- - i. v -T Cl Ill 1 %-F 1 AMY L MAGER t x - - L-• - a DANIEL GARFIELD 75 S • t E10 :4K 35Ji PALL ::B ' 1 1 t i•o -1s1 t o - J \1 h 1 X52 I J 50 N - 290125 11 , I E - 4 61 s I 457 92 _ MASSACHUSETTS CCOR:) SYSTEM `. iP Itr -021 1� 1 s NORMAN L r CAROL A V Sol GOUGEON 1 ,,a Q BJOK I31.: PAA Sao BOCK 1655 PAGE 252 � • �� 1 R N>SQ O 5 - cc < ra�7a2'1TE�r�� / �;� '_ N r MAMMA S. GEWAIS BOOS i 126 PA;,E ' 78 15-541 N/F MARTHA S. GERVAIS o.v 257' P&LE t:E �59 v s JEFFREY D. k D~ M. CORDON vac- N,t RIGEARD C. k GERALDINE A NICOU dC.K : 304 Fk ` CITY OF NORTHAMPTON ( WATER DEPARTMENT ) ( WATER DEPARTUFAT ) • r g I - ROOM D MARIMOR PAI on j- MOO 0 j i 1 � v. =f =•a LIS.: :.'1 A..`_i..Oil Il - PA.iC _ F - f7' P T O `, t $� WILLIAM C. SWIFT O O �- -E ^ W g q E _ TIE 40 .Od ao 00 �1 • 3 T"1 Z i E v 1714' 39 E �. / >.�� ` LEE IA WHITNEY ° 0 4 20'E ;5266 •�;•: � a - 2 'p ` P& 2i9 *Et Qa4'2S y 1 o��`y• { : Q0 g c .192 . z o m �. c C011bOM Cw�'.'E ' ," - u -- - i. v -T Cl Ill . IASEYEI. .:_ A -- ? -'•`- ti jam f - - L-• - a u ^ n S7WERDUDW-BRANDT I AINSWORTH A SSOCIATES, IN C. —. ' 1 1 -_1•.. , r—q .atu Ill cL .U.� o - J I J Z Sa�,1�• 15900 ' `. iP Itr -021 NORMAN L r CAROL A GOUGEON BJOK I31.: PAA Sao BOCK 1655 PAGE 252 �59 v s JEFFREY D. k D~ M. CORDON vac- N,t RIGEARD C. k GERALDINE A NICOU dC.K : 304 Fk ` CITY OF NORTHAMPTON ( WATER DEPARTMENT ) ( WATER DEPARTUFAT ) uE1i•GAN OF 8:1 - 1 7: REll BUILDING SETBACKS -mow - ..:,E w • ' a: `. rss !: ♦� X • r g I - ROOM D MARIMOR PAI on j- MOO �'• :� i0M4F �L. � v. =f =•a LIS.: :.'1 A..`_i..Oil Il - PA.iC _ F - f7' P T O `, t $� WILLIAM C. SWIFT O O - - At ^; 4 S Pill wTY L•4F • n b _� ..: SL'1M_• Lid g q E _ < 40 .Od ao 00 �1 • _ 6G, \ - i E v 1714' 39 E �. / >.�� ` LEE IA WHITNEY ° 0 4 20'E ;5266 •�;•: � a - 2 'p ` P& 2i9 *Et Qa4'2S y 1 o��`y• { : Q0 g c .192 . E` q .,,4_C-2l - a' - �. c C011bOM Cw�'.'E ' ," - u -- - i. v -T Cl Ill BRANDT r IASEYEI. .:_ A -- ? -'•`- ti jam f - - L-• - a u ^ n S7WERDUDW-BRANDT I AINSWORTH A SSOCIATES, IN C. —. Pl... -_1•.. , r—q .atu Ill cL .U.� o - J uE1i•GAN OF 8:1 - 1 7: REll BUILDING SETBACKS -mow - ..:,E w • ' a: `. rss !: ♦� X s g I LEGEND PAI on j- MOO �'• :� i0M4F �L. � v. =f =•a LIS.: :.'1 A..`_i..Oil Il - PA.iC _ F - f7' P T p P - 7P1 TTY - 1ML G - - At ^; 4 S Pill wTY L•4F • n b _� ..: SL'1M_• Lid •�;•: S:ALLS a •a ` P& SHEET 1 OF 2 SHEETS Spacial Permit Plan Of land In NORTHAMPTON (Hampahtr• Co.), MA Prepared For ROBERT A. BORAWSKI _ LA j 1 7 9i4 1' . •:a I AINSWORTH A SSOCIATES, IN C. —. Pl... -_1•.. , r—q .atu Ill cL .U.� s