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HomeMy WebLinkAboutMiscellaneous - 807 DALE STREET 4/30/2018U.. ro N • ro r z o n m om om --1 0 I� U.. �p ~'lei " MAP # LOT ________' PARCEL # STREET __ _ \ HAS PLAN REVIEW FEE BE � PLAN APPROVAL: DATE APP. DESIGNER: PLAN PLAN DA[E CONDITIONS— WATER SUPPLY: WELL PERMIT__ TOWN =WELL DRILLER WELL TESTS: CHEMICAL BAC3ERIA I BACTERIA II -� COMMENTS: , »1�9 TeR /V5/5 .... �... ...... ... �� ` DAlE APPRUVED_______ DATE APPROVED _ DATE APP8OVEU_______ FORM U APPROVAL: APPROVAL TO ISSUE NO / DATE ISSUED CONDITIONS: / FINAL APPROVAL: ALL PERMITS PAID WELL CONSTRUCTION APPROVAL SEPTIC SYSTEM CONSTRUCTION APPROVAL OTHER ANY VARIANCE NEEDED FINAL BOARD OF HEALTH APPROVAL: YES NO YES NU YES NO / YES NO . YES NO DA7E:��V��BY: TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: q� SYSTEM OWNER & ADDRESS SYSTEM LOCATION (example: left front of house) DATE OF PUMPING: � ` QUANhTY PUMPED GALLONS CESSPOOL: NO t, --/YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE ✓ EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) SYSTEM PUMPED BY: 4y -)O oVe(—' 52 rp�-1 L COMMENTS: CONTENTS TRANSFERRED TO: sq • 1 1 1 Mme. B ExisTi,vc�: Coup, p-r3cvc -AS Butj.1' E'LEyAT i o l,� s 7171 SCK.14O PvC. luv,e- BD4, . 176-f 7I ©v7"d- 9,7" =175 ) q Zk?, old SCH 14D R\Ae, r, M, W V. 141 e b-BcX 181. I 4" 0 SCtf J40 11C, l,uv ouTG D-fC 10,8q j )4"0 Scff J40 OF: P.V.C. F-Ub 77Z:r� 190.83 It 6jkt6tr7Ro2 -17q, e7 SOT' 3" F „ -, quo �e #3 ► 7e,�q J 3 q AC. ` 6gAG�64 gt i�►G B IdoliC. G Pnd �rAuK�, jI�xis-nuG 1000 GAL ICoK.IC, PuMPCNAHIBMZ — 1<'xrsri,uC� LE�eNruC CGHr;S R= 07- .00 �=163.70, A S B211: SL.Ix�<Corz..- -- ST---- ovrt_Er M.r+ pump CHAMSIEe p -sox �ttl) 712 �.Z AS BUILT PLAN OF SUBSURFACE DISPOSAL SYSTEM LOCATED IN IUORT4 MJDOVER, SUSS, AS PREPARED FOR. LARRY S .MALL DATE:OcTOWR 30, IRg2 SCALE: LoT 3 DAJ.E � 57- , MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS: 66 PARK STREET 0 ANDOVER, MASSACHUSETTS 01810 0 TEL. (609) 475-3555, 373.5721 f ES. - .A -_B 36. 3, 37.0' s7 8' 71.0'- 108,11 110,7' Al LL v - O v 4-J f d A c c �o 0 i a c d E 0 0 w 0 m u 0 a L a 0ca� c a� o E c Rod oca a� c a 0 V O a C O -' = 13 m Z IM NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS $25 0 ...... of ........NORTH ANDOVER This is to Certify that .......... Cklar-JaS-.-M.....R0jj.j l_5_,-... ................................ NAME ........ 1-19 --- Depot ---- oad, Bax_lima, ra.A_-D1.921---•------••••-----------------•------- ----- ADDRESS IS HEREBY GRANTED A LICENSE For .....Well Drilling Permit at 807 Dale Street -•--------------------------•-•------...--------•----------------------------------- ...... ............................................................................................................................................................................. This license is granted in conformity with the Statutes and or relating thereto, and expires ----- December ... 31_,....19.93...__.-ess sooner s �iie or r ed. ��. ___. -i- ---- --- ------------- ------ ,------- .... ..... ...... ..... y ---------,lune-A 19.....9.3 --- : > •-------- •-•-- -.--•-- --------------------- FORM 433 HOBBS & WARREN, INC. �- BOARD OF HEALTH , Town of North Andover,Mass . 1q� t ..._..._. Date J-2 9 rmi t _ APPLICATION FOR WELL & PUMP -PERMIT,,, plication is hereby made for permit to -drill a well (_)• Appli s stem de to install (_) a pump system - Lot :. cation: Address 000.7 ate-S—r�-� Lot ## ner t(/f ddress CfiFr2txs M �usC�.an Co� �Tel. E$7 z3Zo 11 Contractor Address Z> Tel. mp Contractor Address__. (To be completed at time of pump test) :LL CONTRACTOR ,pe of Well Well used for Size of Casing -ameter of Well r Depth casing into Bed Rock__________� pth of Bed Rock is Seal Tested? Yes (_) No (_) Date. of Testing apth�•af �T�i i _ - Well Endcd in Wha.t.Material Delivers Gals.Per t-lin. for 4 hours :pth to Water_ —. • at GI'M rawdown feet after pumping hours -- ate of Completion Sigl�aturc�•lell Contractor b filled in before tal.].ati.on) UMP INSTALLER (Toe' .Ptimp Type Used i ze & Name Pump --:-� ------ --- — -- GPM Size of - "Tank-- ,ater Pump Delivers Plastic P ( i 'i e Material Used in Well: Cast Iron (_) Gnlvnn'Zed ( –) -- 'ell Pit (_) or Pitless Adapter (_) to protect pipe? Yes (_) NO(_) rype or Name Well Seal____ as sleeve used P , )ate r t4 tt 1'r tt � tF t�C t4 t4 t4 tVr tF tMtM�rtYCt4t�tMtkt4t4tMt4t'ttkt4t4t4t'tt4t'�4t4t4tYt�t'tt'rt't'rt'rt`r,'':S':�'i;1�CL�ZC���'•,'•:DC,:D'C�,,,,�`���� )at*e Water analysis repor-t •submitted to Board of llealth_ Date release given tD owner of record & Bldg, Insp Health InsPector CHARLES M. ROLLINS CO., INC. WELL DRILLING CONTRACTORS 129 Depot Road Telephone 887-2320 BOXFORD, MASS. June 10, 1993 Board of Health Town of North Andover Main Street North Andover, MA 01845 Per your request, please find a copy of our Drillers License enclosed. You mentioned on the telephone that we could stop by and pick up the permit. I've enclosed a stamped self addressed envelope and would appreciate it if you could mail the permit to us. Thank you. Sincerely, Christopher C. Rollins 51 10 0 k pq a� � � N � N � 3� o M 4-b Lia 0 o U A td °IV t .r N4-4 0 ..l N � O ."i � O R 0 U 414 o 0 H U f11 N 0 P4 N 4-)19 a rts H a U 3 � U Ve 'b N 4J Qi 0J U En to En 51 10 0 k pq a� � � N � N � 3� o M 4-b Lia 0 o U A td °IV t .r N4-4 0 ..l N � O ."i � O R 0 U LL y 1 J _ `« P4 � z o 0 �) R O E C9 r O Z 0 c O z z 1 O l uaf . z ~ W d PZ LU `66 Q m6LJ m L C j CID., (D J _L L V a Y1 Vm L : Y O L C \ O C O O C O C 7 Cl U LL i Cr 0 to �! (L LL m CO J _ `« P4 � z o 0 �) R O E C9 r O Z 0 c O z =0i DAT r TI ! PHONEO DF RETURNEO SHONE YOUR CAU: AREA CODE NUMBER EXTENSION MESSAGE WILL CALL AGAIN _ TO SEE YOU . WANTS TO SEE YOU 31GNEO TOPS '� FORM 4003 Biomarine 16 EAST MAIN STREET. P.O. BOX 1153. GLOUCESTER, MASS, 01931.1153 TELEPHONE: ;508) 281-0222 PAX: 508) 283.3374 CERTIFICATE OF ANALYSIS MR LARRY SMALL REPORT NO.: 31432 807 DALE STREET AUGUST 3, 1993 NORTH ANDOVER MA 01845 RE: WELL WATER ANALYSIS Well Uescription: New weii, 666 feei deep, iocaieo ai the above address. Sampling: Sample taken by Rollins Well Company on July 27, 1993, at 8:45 am. Findings: Parameter Results Guideline' Total Coliform Bacterial Count/100 mL . . . . . . 0 0 pH Value . . . . . . . . . . . . . . . . . . 7.57 Slightly Alkaline Hardness (CaCO3, mg/L) . . . . . . . . . . . . 93.4 Moderate Nitrate Nitrogen Content (mg/L) . . . . . . . . . 0.02 10 Sodium Content (mg/L) . . . . . . . . . . . . 10.2 28 Copper Content (mg/L) . . . . . . . . . . . . . <0.01 1.3 Iron Content (mg/L) . . . . . . . . . . . . . . 0.40 0.3 Manganese Content (mg/L) . . . . . . . . . . . 0.10 0.05 Specific Conductance (pmhos/cm) . . . . . . . . 270 - Methods: Analyses performed in accordance with Standard Methods for the Examination of Water & Wastewater, 17th Edition, 1989. 'Guidelines are based on the recommended levels of the Mass Department of Environmental Protection Agency's 310 CMR 22.00, "Drinking Water Regulations" and the "Safe Drinking Water Act" of the United States Environmental Protection Agency. Remarks: The Iron and Manganese levels detected may cause the water to taste "rusty" and stain clothing and plumbing fixtures. Filtration is available to correct these levels if continued usage and flushing of the well does not cause them to abate. The bacteriological quality of this sample was found to meet the requirements of Mass. Department of Environmental Protection's 310 CMR 22.00, "Drinking Water Regulations". The water represented by it is considered fit for human consumption on this basis. By: John Marietta Lab Direct or JMAm cc: North Andover Board of Health MASS CERTIFIED LABS # MA026 & MA123 (PHomr= CALL. FOR DATE '� TIME— ,— -912. M PHONED O F ' -7 RETURNED PHONER9 YOUR CALL PLEASECALL' AREA CODE / NUMBER EXTENSION �o MESSAGE l0 I WILL CALL AGAIN ` CAMETO SEE You ►_ ` WANTS TO TV SEE YOU SIGNED TOPS FORM 4003 Co jc' D-t;cvC AS 5014-r EFLEVA7101,1 S: �oP �,uoru. 1179,33 SCH.14O Pv,C. 14JV,e- BI- 17647 It 11 „ &I P6 . I ►75, � 5 iV/?' d -CN.4o Rvte. rhe, r,uv I,j D Bcx lat.I 4oP.Ve,lkjv00-6b-ECK � l " 0 SCIS 40 FFRF RV C. AW. if EuA Tu:'r-t � I80•83 d, Jkre,87rTp,02= II It 11 !t II e 15AjN TR*Z i?Qt7 r 610LETTP,�3 179.01 Tp3=178,Qq 3 qO AC. G� I XlsTi>:�G �ar� � � W •F p. llA �5LJC. SEe 0TA1JK , �Exjs-nuG 1000 6AL ColuC. PuMPCNAHQE2 AS BUIL S.T.M.-H. _-- our,Er- M.t+ PVh-P CHmm8ge D -Box F�AjD teo2 a Bit 1 �'x1 snuC ,LEAeNiu4 "i�EruG�IES 63.70 R, gzS ao1�=1 AS BUILT PLAN OF SUBSURFACE DISPOSAL SYSTEM LOCATED IN UORT1+ AMDOVER, MASS. AS PREPARED FOR. LARRY SMALL DATE : OCTOWR 30, I qqe SCALE: f"=1401 I-oT- 3 DAJ_E ST 57- - MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS.: 66 PARK STREET 0 ANDOVER, MASSACHUSETTS 01810 • TEL. (5a9) 475.3555, 373.5721 .S ._B__ 37.0' 7/.0., 110.7 ' G7' 3 D/�c Sr House Tank IN Tank OUT D -box IN D -box OUT AS -BUILT CHECK LIST and FINAL INSPECTION Proposed Elevations / °74, 9 I 1-74,41 1-14,149 /e/, 4Z. /8/, .9 -0 - Trench Inverts Line 1 191,90 Line 2 /86•W Line 3 /7946 Line 4 Pipes cemented? v' As -Built Elevation 176,17 / 7S, 3 /8/, / /8a, 89 /810.83 79,87- 179,7q /7�, o/ - /78 -?9 Bottom of Exc. /OPO. OO J /7q ,QOM 178,06 Stone OK? ✓ D -box checked? v' Pipes cemented? v' DATE Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW % FEE D PERMIT # �6� DATE RECEIVED ?IlgQ� APPLICANT ADDRESS ASSESSOR'S MAP PARCEL # LOT # 3 STREET �AG� ST.P��T' ENGINEER ADDRESS to di,L PLAN DATE REVISION DATE CONDITIONS OF APPROVAL: 30 /AT T�Nk- -i- Pum 7-o APPROVED DISAPPROVED /U.G -P/P257 TO 13E 13CIV40 �. Ll���`G/�NDS 1�l5CLAI/yt�/� �1 L G>u r12�b `-�lST/4NC� �ETtr1��its TR�AfGh' �s 61 -557- /6 /�. S/✓SU�F/e/��vT ,C�ACff/N� _ 05c -Z�`.. �ur�► A To 1114V6- (NA. G• -0,2 ¢J fG ,t/Mi%s of 7"oP �L sUBsolL -X6,4v. TQ BZ �/fouliv D4� Town of North Andover, Massachusetts Form No. 2 NOR*M BOARD OF HEALTH A t s ---••� DESIGN APPROVAL FOR SSA�HUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant _ l .QA/ - .tom- Test No. Site Location 3 zh Reference Plans and Spec! Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. S Fee CHAIRMAN, BOARD OF HEALTH Site System Permit No. pORTq 9 ,SSACMUSE� Applicant Town of North Andover, Massachusetts BOARD OF HEALTH Form No. 3 DISPOSAL WORKS CONSTRUCTION PERMIT Site Locationha-- Permission is hereby granted to ConstruXesign or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on theApproval S.S. No. CHAIRMAN,BOARD OF HEALTH Fee D.W.C. No. 5q PLAN REVIEW CHECKLIST 16 Iy6 ADDRESS JZ'ENGINEER�j�%/��/�?,(��j GENERAL 3 COPIES STAMP LOCUS NORTH ARROW f--'' SCALE CONTOURS Lr PROFILE SECTION C_ BENCHMARK C--- SOIL & PERC INFO ELEVATIONS WETLANDS"+ WATERSHED?/j/0 FDN DRAIN SCH40_.k SEPTIC TANK MIN 1500G. v WETS. DISCLAIMER WELLS & DRIVEWAY ✓"(Eley) WATER LINE -- TESTS CURRENT? -Fret-apPrcvert May`s .17 INVERT DROP 6---' GARB. GRINDER �(+200% EDF) 25' TO CELLAR c--- MANHOLE TO GRADE L,-- ELEV GW D -BOX SIZE # LINES '�5 FIRST 2' LEVEL STATEMENTy INLET/,6/.47- - OUTLET /je/. ,�S _ • 17 (2" OR .17 FT) TEE REQ' D? LEACHING RESERVE AREA t/" 4' FROM PRIMARY?X 100' TO WETLANDS L111 2% SLOPE 100' TO WELLS t/ 35' TO FND & INTRCPTR DRAINS L/ 4' TO S.H.GW 325' TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY �= MIN 12" COVER '-- FILL? L''"(25' if above natural elev, 101if elow) BREAKOUT MET? L. TRENCHES MIN 660 gpd SLOPE (min .005 or 611/1001) L/ >3' COVER? - VENT, SIDEWALL DIST. 2X EFF. W OR D ,(MIN 61) IS RESERVE BETWEEN TRENCHES ✓� IN FILL? MUST BE 10' MIN. 4" PEA STONE? �' ' BOT 3�5 X LDNG 2+ SIDE 'b�� '� X LDNG 313 = TOT (L x W x #) (G/ft ) (DxLx2x#) PITS MIN 660 LEACHING GW MIN 4' BELOW BOTTOM MANHOLE/PIT EXCAV 2x EFF W OR D 12"-48" STONE SURROUNDING BOT + SIDE x LOAD = TOTAL_ (L x W x #) (2 x (L+W) x D x #) CHAMBERS COVER >3 FT - VENT FIELDS MIN 900 ft2 LEACHING PERC RATE FASTER THAN 20M/IN GW MIN 4' BELOW BOTTOM OF FIELD PIPE ENDS JOINED W/NON-PERF. PIPE? 4" PEA STONE? DIST LINE SLOPE .005? >3' COVER - VENT SCH 40 MIN 12" COVER L x W = T x LDNG > DESIGN FLOW? DOSING TANKS AND PUMPS DIMENSIONS X X = x,60 G. PUMP CAPACITY,_r6 gpm L W W Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME gpm MANHOLES TO GRADE z/ ALARM SEP. CIRC. GW (Min. 1' below i n Pt--) T4WT. l-� T.WT. � r1 F.CK UAT.UF: i/ RT.F.F. RP WnT.F. �l MANTTAT. OP. SWITCH (04ROF H- - Noj�TH &ti OvEl,�, MA, 4 PP17{0v C"D f �1 SAPPRUV�D R�4SoNS W, l.or Z- T- 3 A?PU C411) I_ C/45t�IMN C'?) ,so PPLY Q j-bcwnl ❑ WEu- AP WrlC sY STS -PE51CA3 DAr�' 3-30 4PRW uvG AuT,�-joi?ay Co�plr�d�.Js DgTE Dw� ScPT'I c SYSTEM � � SfA l.t.,4T�o�t.1 4—:-X4V4Tcd,�J 94TC E1 FAIL. FINAL lk1SPF.GTIoA) APPROOEP AVD(T(OA-)AL. W5Fbc:; joN5 (1h- A^'y) D�SAPt'�vvE17 Dare APPi�DvvvG AUr�toi?rry FML APPIZpVAL D,Or� . APP)3ov tnJG 80,L PROFILE & PERCOLATION TEST DATAn� a ,Jorth Andover, Nkfss. S'meet No � `' DAWI 57%- Lot No �4 Loc/Subdiv. Pland Owner C`l�►`aH r''� °`"f F` Investigator Observer SOIL PROFILE DATES l.,�lev 2.Elev 3.Elev 4.Elev s/z?��3 S1z�I�b3 Benchmark Elevation 0 0 1 'T r S 1 2 2 3 3 4 4 ( kebo Et'- 5 6 7 8 '" 2 �'�2 5 6 7 8 9 9 10 • No ��e to DATES Location Datum PERCOLATION TESTS koi Sa i Sb3 ut sk 83 0 1 2 3 4 5 6 7 8 9 to Timms Pits est Pit Number '" 2 �'�2 3 C^'N v` Start Saturation Soak -Minutes ►5 ►S ar a Drop of 3" -Time llv.do Drop of 6" -Time ►Z: t3 Mims.lst 3" drop S �1 Mins.2nd " Drop Percolation North'Andoler, Mass. Street No .q Lot o - Loc/Subdiv. F� Pland Owner Com -, ,S N M a.ra :i y Investigator raB©o Observer ` SOIL PROFILE DATES l.'Elev `, 2.Elev 3.Elev E.lev - 0 0 0 0 2- 2 .2 3 3 3 4 4 4- sr�.foy � G►P.1��t_ � 4S2pv�ct.. 5 Benchmark Elevation R 7 0 10 DATES M 10 ' Timms Ptt%Test '. 2 r 5 N I 04 041 C v Location Datum PERCO�,ATION TESTS C,t,�SEsT W e) t a3 (A eA(-S -co Pit Number 1 2 LVIZ Start Saturation Soak-Minutes t5 IS ar e t V. Otv Z•. o'j Drop of 311 -Time tZ . 7.0 Drop of 6" -Time tZ'. Up 12•.�It9 Mms.lst 3" drop ick Iain s . 2nd " Drop I V Z4 - Percolation (0 8 42. Fo^r'm� 5 !j) Commonwealth of Massachusetts Lot 3 - Dale Street DEt7E File No. F2742-470_ (To be provided by DEDE) City/Town North Andover Applicant Larry W. Small Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 ,and under the Town of North Andover's Town Bylaw, Chapter 3.5 A&B From NORTH ANDOVER CONSERVATION COMMISSION To. Larry W. Small Address (Name of Applicant) 116 Forest Street,Plaistow, N.H•Addres This Order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on ❑ by certified mail, return receipt requested on — This project is located at Lot 3 - Dale Street Linda Small (Name of property owner) 116 Forest St., Plaistow, N.H. The property is recorded at the Registry of Northern Essex Book L.C. Bk 72 Page 145 Certificate (if registered) 410135 The Notice of Intent for this project was filed on June 22, 1988 The public hearing was closed on July 6, 1988 (date) (date) (date) (date) Findings The NORTH ANDOVER CONSERVATION COMMISSION has reviewed the above -referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the NACC at this time, the NACC has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations and precedent and practice under this Town's ByLaw for each area subject to protection under the Act and ByLaw: IPc �Public water supply ❑,'/� Flood control ❑ Land containing shellfish rivate water supply t� Storm damage prevention V Fisheries round water supply 5a- Prevention of pollution ❑ Protection of wildlife habitat 5-1 Lot 3 r Dale Street 242— 470 , Therefore, the NACC 'hercl)y finds Ihat the following conditions aro necessary, in accordance, with the Performance Standards set forth in the regulations, to protect those inter- ests checked above. The NACC orders that oil work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To tiie extent that the fol - [owing conditions modify or differ from the plans, specifications or ollicr proposals submitted with the Notice of Intent, the conditions shall control. General Conditions 1 . Failure to comply with all'condilions slated herein, and wilh rill related statutes and other regulatory meas- ures, shall be deemed cause to revoke or rnodify Ihi s Order. 2. This Order does not grant any properly rights or eny exclusive priviicgcs' it docs not authorize any injury to private property or invasion of private rights. 3: This Order does not relieve (lie permillee or any oilier person of the necessity of complying with all other applicable feddral, slate or local slalriles. ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the dale 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) Ihr_ time for completion has been extended too specified dale more than three years, but less Thar live years, from the dale of issuance and both that dale and. the special circumstances warranting the extended time period arc,sct forth in this Order. 5. This Order rnny be extended by the issuing authority for one or more- periods of up Ir-61hree years each upon application to the issuing authority nt least 30 days prior to the expiration date of the Order. G. Any fill used in connection with this project ::Fall be clean fill, containing no trash, refuse rubbish or de- bris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7.- No work shall be undertaken until all administrative appeal periodslrom.11?is Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be underlaken until the Final Order 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 namo of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on (lie Land Court Certificate of Title of the owner of the land upon which the proposed work is o. be done. The recording information shall be submitted to the NACC on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in'size bearing the words, "Massachusetts Department of Environmental Quality Engineering, File Number 242-470 , 10, Where lne Department of Environmental Quality Engineering Is requested to make a determination and to issue a Superseding Order, the C.onservalion Commission shall be a party to all agency proceedings and hearings before the Department. 1 1. Upon completion of lho work described herein, the applicant shall forthwith request in writing that a Certificate of Compliance be issued staling that the work has been satisfactorily completed. 12. The work shall conform to the following plans and special conditions: Page -3-, ORDER OF CONDITIONS LOT 3 - DALE STREET D.E.Q.E. #242-470 12. The work shall conform to the following plans and additional conditions: a) Notice of Intent of Larry W. Small for land at Lot #3 Dale Street, prepared by Les Godin, Merrimac Engineering Services, Inc., dated 6/21/88, nine (9) pages. b) Plan entitled "Plan of subsurface disposal system prepared for Larry Small, 116 Forest St., Plaistow, NH," prepared by Merrimack Engineering Services, Inc., dated March 9, 1988, (one page). 13. The following wetland resource areas are affected by the proposed work: bordering land subject to flooding and bordering vegetated wetland. These resources areas are significant to the interests of the Act and Town Bylaws as noted above. These resource areas are also significant to the wildlife and recreation interests of the Bylaw. The applicant has not attempted to overcome the significance of these resource areas to the identified interests. 14. The NACC agrees with the applicant's delineation of the wetland resource areas at the site. 15. In advance of any work on this project the applicant shall notify the NACC, and at the request of the NACC, shall arrange an on-site confer- ence among the NACC, the contractor, and the applicant to ensure that all of the conditions of this Order are understood. This Order shall be made a part of the contractor's written contract. 16. The applicant, or its successors, shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction during the work on the site and to ensure compliance with this Order. 17. Prior to any activity on the site, a filter fabric fence or a double row of staked hay bales shall be placed between all construction areas and wetland areas per Soil Conservation Service or D.E.Q.E. standards. This barrier shall be inspected and approved by the NACC prior to start of construction. This row of hay bales or filter fabric shall remain intact untill all disturbed areas have been mulched, seeded, and sta- bilized to prevent erosion. 18. In order to prevent any alteration of wetland resource areas, a twenty (20) foot no -cut zone shall be established from the edge of the border- ing vegetative wetland resource area. No work or alteration shall occur in this zone. To this enct a construction fence shall be erected upland of the erosion control barrier described in condition 17 and shall, at every point, be at least twenty (20) feet from the edge of the bordering vegetative wetland. This fence shall be inspected and approved by the NACC prior to any work on the site. Page 4 ORDER OF CONDITIONS LOT 3 - DALE STREET D.E.Q.E. #242-470 19. The applicant shall have on hand at the start of any soil disturbance, or stockpiling, a minimum of twenty-five (25) hay bales and sufficient stakes for staking these bales. Said bales shall be used only for the control of emergency erosion problems, and shall not be used for the normal control of erosion, as described in the Erosion Control Plan submitted with the Notice of Intent or the hay bale barrier described in Condition No. 17. 20. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by sodding, or by loaming, seeding, and mulching according to Soil Conservation standards. If the latter course is chosen, stabilization will be considered once the surface shows complete vegetative cover has been achieved. 21. No earthen embankment in the buffer zone shall have a slope steeper than 2:1. Any slopes of steeper grade shall be rip -rapped to provide permanent stabilization. 22. All erosion prevention and sedimentation protection measures found necessary during construction by NACC will be implemented at the direction of the NACC. 23. There shall be no stockpiling of soil or other materials within 25 feet of any resource area. 24. During and after work on this project, there shall be no discharge or spillage of fuel, oil, or other pollutants into any resource area. 25. Any changes in the submitted plans, Notice of Intent, or resulting from the aforementioned conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds, by majority vote, said changes to be significant and/or to deviate from the original plans, Notice of Intent or this Order of Conditions to such an extent that the interests of the Wetlands Protection Act and Bylaw cannot be protected by this Order of Con- ditions and would best be served by the issuance of additional conditions, then, the NACC will call for another public hearing within 21 days, at the expense of the applicant, in order to take testimony from all interested parties. Within 21 days of the close of said public hearing, the NACC will issue an amended or new Order of Conditions. 26. Any errors found in the plans or information submitted by the applicant shall be considered as changes, and procedures outlined above for changes shall be followed. 27. Members of the NACC shall have the right to enter upon and inspect the premises to evaluate compliance with this Order of Conditions. 28. Accepted engineering and construction standards and procedures shall be followed in the completion of the project. PACE 5 ORDER OF CONDITIONS LOT.3 - DALE STREET D.E.Q.E. # 242-470 29. Prior to the issuance of a Certificate of Compliance, the applicant shall submit a letter to the NACC from a registered professional civil engineer certifying that the work is in compliance with the plans referenced above and all the conditions hereof. 30. The provision of this Order shall apply to and be binding upon the applicant, its employees, and all successors and assigns in interest or control. 31. Issuance of these conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage, or any other form of damage due to wetness. 32. A proper bond or a deposit of money or negotiable securites running to the Town of North Andover shall be provided in the amount of $2,000 which shall be in all respects satisfactory to Town Counsel, Town Treasurer, and the NACC, and shall be posted with the Treasurer of the Town of North Andover before commencement of work. Said bond or deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC and Town Counsel, and shall be released after completion of the project, provided that provision, satisfactory to the NACC, has been made for performance of any conditions which are of a continu- ing nature. This condition is issued under the authority of the Town of North Andover Wetlands Protection Bylaw. 33. The utilities for this project shall not be constructed as to pass under or through any wetland resource areas on the site except as shown on the plans referenced in Condition No. 12b. 34. No underground storage of fuel oils shall be allowed within one hundred (100) feet of any wetland resource area. This condition shall survive this Order of Conditions, and shall run with the title of the property. 35. Fertilizers,utilized for landscaping and lawn care shall be of the low nitrogen content variety, and shall be used in moderation. Pesticides and herbicides shall not be used on any lot in the subdivision within 100 feet of a wetland resource area. 36. Special Conditions No. 18, 34 & 35 shall survive the issuance of a Certificate of Compliance for this project. Lot: 3 - Dale Street ' Page 6 Issued By North Andover Conservation Commission Slgnalure(s)_ M This Order must be signed by a majority of ilia Conservation Commisslon. Jul 88 , On this y 19, before mo 20th ' day of personally appeared Jack Lindon , to me known to be the person described In and who executed the foregoing Instrument and acknowledged thgl he/she executed Cthes��e as his/til r a5anc) deed. I September 9, 1994 .Public r/ G.' 6 My commission expires • f The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the lond upon which the proposed work Is to be done or any len residents of the city or town In which such lend Is located are hereby notified of their ripl,l to request Ilia Department of EnOronmenlal Ouslity Engineering to Issue a Superseding Ordor, providing the requesl Is made by certified mail or hand delivery Id" the Department within Ion days from Ilia date of Issuance of this Order. Acopy of Ilio requosl shall of Itre Sarno time be sent by certified mall or hand delivery to the Conservation Commission and the applicant. If you wish to appeal this decision under the Town By Law, a complaint must be filed in -Superior Court. Volach on dotted line and submit to the NACC prior to commencement of work. »»...............».»».......».....».........»...................................................................................................................... _ 'Issuing Authority Tc Please be advised that the Order of Conditions for the project at 2422470 end File Number — has been recorded et the Registry of has been noted In the chain of flit@ of the ellected property In accordance with General Condition a on ,te II recorded land, the Instrument number which Identilles this tranaacllon Is II regl3lered land, the document number which Identities this transection Is Applicant. Signdture