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Miscellaneous - 51 STANTON WAY 4/30/2018 (2)
' � � � �� �� a �-�� D �� � � , } ��� � � . .� o �� -,� i i � r 1 �J ED MCOPY PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 9/5/14 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Construction of an On-Site Sewage Disposal System i By: Matthew Manning g At: 51 Stanton Way (lot 21 Map 61 Lot 117 North Andover, MA 01845 TheIssu ce of this certific shall not be construed as a guarantee that the system will function satisfactorily. Sdsa4 Sawyer /Public Heal Age /""' 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com \ I Of HORN 9h 3r oL SS4Cwu5b PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER RECUR SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION �1 The undersigned hereby certify that the Sewage Disposal System )constructed;( )repaired; ," ��� VE By: QT`'t c. n.4i mss.- `I'(7H aLTM DEPARTME T B (Print Name) r Located at: S(�j&tm1j Lo7 (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on /l 2�� with a design flow of �Q gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310. CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan.All work is accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: Z� / i j Engineer Repr ntative(Signature) �awtc( J C-0Y1k' t And—Print Name Final Construction Inspection Date: Engineer Representative(Signature) And—Print Name Installer: (Signature) Date: 3� And—Print Name Enginer: (Signature) Date: And—Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com P � 3 • S�T�1;ED'y�6' • North Andover Health Department (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES ADDRESS: 51 Stanton Way MAP: LOT: Lot 2 INSTALLER: Matthew Manning DESIGNER: Christiansen & Sergi Inc. PLAN DATE: 4/17/13 (revised 6/12/13/modified 4/23/14) BOH APPROVAL DATE ON PLAN: 4/23/14 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION:8/18/14 DATE OF FINAL CONSTRUCTION INSPECTI : /29/14 DATE OF FINAL GRADE INSPECTION: DDITIONAL INSPECTIONS or SOIL COLL C 10 S: j ype: Date: LIType: Date: ype: Date: SITE CONDITIONS ® Contractor reports any changes to design plan N/A Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan X Bottom of tank hole has 6" stone base ® Weep hole plugged j ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction r y ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (gas baffle) ® 24" inch cover to within 6" of finish grade installed over one access port ® Neoprene boots around inlet & outlet Comments: septic tank was not there yet DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box N/A Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) X Bottom of SAS excavated down to C soil layer, as provided on plan X Size of SAS excavated as per plan X Title 5 sand installed, if specified on plan N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: 40'Lx14'3", 53'L w/ overdig x 26'w SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers High Capacity ® Number of chambers per row: 10 ti ® Number of rows (trenches): 2 Comments: Total Chambers = 20 FINAL GRADE Loamed �eeded Cover per plan Comments: (, DOCUMENTS S NEEDED 1 Certification of Installation Form submitted r By engineer and signed and dated by gineer and installer As-Built Plan BM = 92.52 HR = 11.68 HI = 104.20 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 3.74 100.11 100.05 Septic Tank IN 3.97 99.88 99.85 Septic Tank OUT 4.18 99.67 99.60 Distribution Box IN 4.86 98.99 99.00 Distribution Box OUT 5.05 98.80 98.83 Lateral 1 TOP 5.17 Lateral 1 INVERT 98.68 98.71 Lateral 2 TOP 5.17 Lateral 2 INVERT 98.68 98.71 Top of Chamber 5.14 99.06 99.08 Bottom of Bed/Chamberl 6.46 97.74 97.75 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- Waterline 10 10 1.01 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains (Other)Foundation 10(5) 20(10) ® Drywells 20 25 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws UD Commonwealth of Massachusetts Map-Block-Lot ----------------------- BOARD OF HEALTH Permit No ; . North Andover BHP-2014-0693 $, P.I. FEE F.I. $250.00 ----------------------- DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Matthew Manning____ to(Construct)an Individual Sewage Disposal System. at No 51 STANTON WAY ----------------------- as shown on the application for Disposal Works Construction Permit No. BHP-2014-069 Dated---August- , ------------------------ 112014- ----- 0 -1 ---- ---------------------------- V i Issued On:Aug-11-2014 ,4 'r �0 OF HEALTH - ------- ---- ---- ---- ---- M°Rte Application for Septic Disposal System C lwlty O�,tu�c•�qh° w Construction Permit — TOWN OF , MA 01845 $250.00—Full Repair ORTH ANDOVER $125.00 -Component SACNus Important: Applicatiogis hereby made fora permit to: When filling out Construct a new on-site sewage disposal system* forms on the computer,use ❑ Repair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component—What? cursor-do not keethereturn A. Facility Information Y &0-t k �W Z) C 5_ c A-6 W aLV "IAV Address or Lot# A,)eyC k-k,\ A oAnuvr- 1�1 City/Town 2.-*TYPE OF SEPTIC SYSTEM*: ❑ Pump ravity(choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) nfiltrator or Biodiffuser(Gravel-Less)(Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D-Box)(Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D-Box Present)S.A.S. 2. Owner Information Name 1674 os�C>C)d SA- Address(if different fro bove) MA City/Town State Zip Code Telephone Number 3. Installer Information Name Name of Company 1© q k'm o'A Address I4a,,t-1 o Sict.o /U o3 Y `� City/Town St Zi Code T&ephoYie Number(Cell Phone#if possible please) I 4. Desi ner Information Name Name of Company U0 { -5u M ne_c- SA Address A4 S 3 C) City/Town State Zip Code Telephone N mu ter(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 K°RT+t Application for Septic Disposal System o ° = - -Construction Permit — TOWN OF TODAY'S DATE a , MA 01845 $250.00-Full Repair ORTH ANDOVER SICHUSC44y $125.00-Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: ❑Residential Dwelling or❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code,as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. C 34/ N3►re �^ Date Applicatio pprove y: (Board of Health Representative) — ? /I/ Na Date Appli actionisapprked for the following reasons: For Office Use Only: 1. FeeAttachedP Yes No 2. Project Manager Obligation Form Attached? Yes v No / 3. Pump System? If so,Attach copy of Electrical Permit Yes No 4. Foundation As-Built?(new construction ronly): Yes ✓ No (Same scale as approved plan) 5. Floor Pians?(new construction only): Yes o_ Y I Application for Disposal System Construction Permit•Page 2 of 2 i �t SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: LOA a, ;# � ( 5 n w CA_�� (Address of septic system) For plans by T�1�`1� ��� �skz an k n r (Engineer) Relative to the application of M Gl,-�`i'�Lfu 44ei,d a (Installer's name) And dated L l (TglTiial ate) Dated 6 6 •2 o ay s ate) With revisions dated 1 J (Last revised date) I understand the following obligations for management of this project: 1. As the installer,I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner,contractor,project manager,or any other person not associated with my company schedules an inspection and the system is not ready,then item three shall be applicable. 3. As the installer,I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection,without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or my company, a. Bottom of Bed—Generally,this is the first(V5 inspection unless there is a retaining wall,which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection—Engineer must first do their inspection for elevations,ties,etc. As-built of verbal OK (or e-mail to: healthdept@townofnorthandover.com) from the engineer must be submitted to the Board of Health,after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system,all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade—Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work(other than simple excavation)and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer,I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board of Health staff or consultant. d. Installation of tank D-Box,pipes stone vent,pump chamber, retaining wall and other components. — 6. As the installer,I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner,general contractor,or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: 6 /3 OZ( —1 (Today's Date) t , ISICLT` 4 &ti AC-I (Name—Print) l me—Signe �I CHRIST IANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS CS! 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr.com fax 978-372-3960 Soil Borrow Management f �� Title 5 sand at the Stanton Woods subdivision Date: May 7, 2014 (Note: revisions and new items are in blue text) 1. Sand that is intended to be used shall be stockpiled prior to sampling. Sand from each source location shall be placed in separate stockpiles for inspection and sampling. If during excavation the sand from a single source contains l variations in color, consistency, or gradation a separate stockpile of each variant shall be made. A plan shall be prepared showing the locations of the stockpiles and the sources of the material. The project engineer (Christiansen & Sergi, Inc.) shall provide a base map to the site contractor/installer that the installer will update whenever sand is excavated, stockpiled, or moved. Copies of the updated plan shall be submitted to the Health Department within 48 a hours of any new sand excavation, stockpiling, sampling, testing, or filling. 3 2. Prior to the sampling of sand from a stockpile an inspection shall be made by t the Health Department or their designated representative to ensure the consistency of the stockpiled material and to ensure that the sample is a valid representative of the material in the stockpile. The Health Department may authorize a representative of the site contractor/installer, such as the project engineer(Christiansen & Sergi, Inc.)to inspect and approve the sampling. i 3. Samples to be tested shall be clearly labeled as to the source of the material and the location of the stockpile. 3 4. On-site sand shall not be used as the "System Sand" for the Presby Enviro- septic systems to be constructed on Lots 1 and 4. 5. If necessary, stockpiled sand shall be screened prior to placement in the disposal area to ensure that no material larger than 2 inches is present. 6. If during the placement of sand in the disposal system it becomes necessary to use sand from two or more stockpiles an inspection shall be made by the design engineer, Health Agent, or Mill River Consulting prior to the placement of the sand from the second (or subsequent)stockpiles. i i t f f 1 i ♦ 4v May 7,2014 7. A log book shall be kept by the site contractorfinstaller to document all activities relating to sand excavation, stockpiling, sampling, testing, and filling. Copies of all test results shall be kept in the log book. A copy of each new log entry shall be submitted to the Health Department within 48 hours of any new sand excavation, stockpiling, sampling, testing, or filling. 8. The Soil Borrow Management Plan will be incorporated into each DSCP issued for this project so it is acknowledged by the licensed installer as to the plan and procedures to be followed. 9. The site contractor/installer shall inform the Health Department which testing lab will be doing the testing prior to the sample being taken. 10. The Health Department will plan to take composite confirmatory samples at some or all of the onsite wastewater systems during installation. In addition to usual fees a regular "additional inspection fee" of$50 will be calculated per trip to the site; along with the ongoing soil sample charges. Outstanding payment shall be made prior to issuance of each Certificate of Compliance. 11. The installer is apprised that a Certificate of Compliance cannot be issued if a soil sample is taken at a particular onsite wastewater system until such time as the laboratory results confirm compliance with Title 5 fill specifications. Failure will result in removal of all sand in that particular system bed. 1 l i ® Page 2 t t STOCKPILE# STOCKPILE DATE(S) SOURCE LOT STOCKPILE LOT SEPTIC LOT 1 11/2013 Lot 16-6 Lot 165 Lot 185 2 4/2014 Lot 16-2 Lot 16-2 Lot 16-2 LOT 16-2 3 4 5 2 6 LOT 16-1 8 O \ I KEY 11AY \'. " I I O SOURCE OFMATERI To `t`-tqL11w�erTn Nor.. •k-4 1Q STOCKPILELOCATIO ''t \ O FILL(SEPTIC SYSTEM)LOCATION m • \•.\ LOT 16-4 PAR CEL A v \ •'�.,._..-4� y;:\ .�_ 9 \ ti v �� \'•\ STpK(ONWAYcn LOT 16 PARCEL B LOT 165 1 v\ b O •� J SOIL BORROW PLAN LOT 16-7 FOR LOT 16-8 STANTON WOODS IN 1 ' NORTH ANDOVER, MASS. SCALE:1"=80' o a _ LOT 31 \ 4 k O DATE:MAY 7,2014 REV: �` y j LOT 16.6 yam. igA LED�6ac North Andover Health Department Community Development Division May 31, 2013 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-2 Saracusa Way (Map 61,Lot 16-2) Dear Mr. Christiansen The proposed wastewater system design plan for the above site dated April 17, 2013 and received on May 3, 2013 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2). 2. The plans were not stamped by the designer (3 10 CMR 15.220(2)). 3. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator Chamber system according to Section I(3) of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. 4. Please indicate the holder of both the sewer and drainage easements located on the lot (310 CMR 15.220(4)(c)). 5. Please depict the percolation tests on the site plan (3 10 CMR 15.220(4)(i)). 6. Please add a note to the plan to indicate that a riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade. 7. Please indicate the model/brands of the septic tank and distribution box (NA 3.2). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 a Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincere , S san Y. S er, RE Public Health Director cc: Green & Company File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Dan O'Connell From: Dan O'Connell Sent: Wednesday, April 23, 2014 11:41 AM To: 'ssawyer@townofnorthandover.com' Cc: "Michael Green' (mgreen@greenandcompany.com)' Subject: Lot 2 Stanton Way Attachments: Lot 2 Stanton Way Septic Modification 4-23-2014.pdf Hi Susan. We have prepared the attached Modification Plan for Lot 2 Stanton Way showing the revised house and septic tank location. All revisions are in red,and the locations of the previously approved house and septic tank are in blue. There were no changes made to the d-box or leaching trenches. There were no changes in elevation of any of the septic system components. Since the length of the pipe from the septic tank to the d-box shortened from 30 feet to 15 feet, the slope increased from 2.00%to 4.00%. The 102 foot and 104 foot proposed contour lines changed slightly to conform to the new house and septic tank locations. Lois will be dropping off signed stamped copies to your office this afternoon. Let me know if you have any questions. As always,thanks for your time and consideration. Best regards, Daniel J. O'Connell, P.E. CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 Tel. 978-373-0310 Fax 978-372-3960 E-mail: dano(a)-csi-engr.com www.csi-engr.com r 1. ASSESSORS REFERENCE: MAP 61,LOT 162 HAVERHILL ZONING DISTRICT:R2 r �` rNcvnuRAnE tuc wvatarARPw-,&Em es. B X �x.er ma.l LOCUS /g \ $ i RmRrvrtn-mPr. �xPIE :IODw"� Ew X i'A (TVP.) oawc \ 1 I x-� mRRPA�R YAIm-mFT. �mP.l �Y X11 oe�o-rv.Ra�m r i -mrT. �� i € BOXFORD awo C X z $ \ rEAL— „xHK.BB E./ra. TR--EF i�,i\ I u I (i NORTH \ \ r ouTR F `--.. , I ^ D ANDOVER LEACHING AREA DIMENSIONS \ I 'r I —U.I=m / \ LOCUS MAP LOT 161 TOP OFmFUD. ' ,T\V i i oo A x16-2 III I. sEaTo x of u LET, m wes@ E LOT 163 \ \ m _ ELEVATIONS \ `'B �"`•{I 1USE r r \ a o.eox uEEr ac IN,�FNPEATSEPN°rAxXDIxTIET \I r \`l ' \ FRoao ° I A.,.. (� `IIT l e BBB OF—040�Amezlns i DDF w�DE t �P B. ' I ` 5NT0.ENfHa�\ l 9B � IC ILW BBSEPT FRIER"IR E- J \ IBTDHAYEAN x aDN BB�PEOF \ � 1' Eos llE nssAu o XOM >✓�w • , rEoTEsxa EETx P sea / r PROFILE(TRENCH 1) uFFea zwE / % 1 PR `aAOE SITE PLAN / i =( , sBAZE.,.xB / «ITBEr ols.w�wuxax lxxES EI,..0 EE(nEI IM A ulxu,Bu oB TxE HRsr. IEE<°F Tuow lFucTI r X RADDIFICATION NOTES: / / I 1. ALL REVISIONS ARE SH V.M IN RED ' X ' THE PREVIOUSLY APPROVED HOUSE AND SEPTIC TANK LOCATIONS ARESHANNIN SLUE. THERE ARE NO CHANGES TO THE ELENATIONSOF CALCULATIONS FOR l X ;��A i� X i' ANHE SEPTIC SYSTEM COMPCJENI'S. ox TRECRwx°. xRESBBT Taox Al AOTu.BsuwR.-.u.oE / ; V X A. 1HE SLOPE OF THE PIPE REIMEN THE SEPTIC i'�Exi TI mBEa ExoreszBBox sxEETx CONVENTIONAL SYSTEM, 'X A i Ary r /. T'ANN AND TFm O.Iv�X HAS INCREASED FROM SwwTIL—OevcuEw DATE e SAI x M° I r i/X SEPTIC SYSTEM DESIGN MODIFICATION PLAN SHEET 1 OF 2 ,y xu.m X3'WIDE X Y DEEP' FOR d a 8 \ I 1° IS DHE N-ES. PROFEsslOwu ExclxEER - LOT 16-2 SARACUSA WAY IN BSB B.m R °I"E° \ P/ = NORTH ANDOVER,MASS. CROSS-SECTION A-A IF,IIEI"=, 11 r 1 \ I r r G.M.Z.REALTY TRUST ARPGREEN&COMPANY ).m sFAF l I _ v ffRR wT " /11 T1E11IGI 1EI-11 .11 \ 1 I ill roarHnx°ovER,Amws ERncAB scAxE., z (E11T"oF,TRENc"Es w11 1M BB FT ` ,I�y\ I .� STREET poxE,.'oEo a" IlF l 1 I PROFESSIONAL ENGINEERS&LAND SURVEYORS EEACR1xo,REAPao,�DED 4— CONVENTIONAL SYSTEM PROOF PLAN �i CNR/37 AINSENASERG/INC. Ar North Andover Health Department Community Development Division I June 9,2014 Philip Christiansen,P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill,MA 01830 Re: Sand Sieve Analysis for Lot 16-2 Stanton Way (Map 61,Lot 16-2) Dear Mr. Christiansen, A sand sample was taken of the existing material at the above referenced property on May 16,2014 and indentified as sample Lot 162. The sample was taken to determine if the material meets the sand fill requirements of 310 CMR 15.255(3). Unfortunately,the results show the material does not meet the requirements for Title 5 for sand fill as stated below: • The sample exceeded the limit for the#100 sieve with 27.9%. The allowable requirement is 0%- 20%. • The sample exceeded the limit for the#200 sieve with 5.8%. The allowable requirement is 0%-5%. The sand fill used for the system installation will be required to be in accordance with 310 CMR 15.255(3). Therefore,the existing material on site will not be allowed to be used as sand fill. A copy of the sieve analysis is enclosed for reference. Please contact the office with any questions. Sincer u a " an- Y. Sawy HS P4 Hea irecto cc: Green&Company File Page 1 of 1 North Andover.Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Agriculture and Landscape Program V M`d s s Soil and Plant Tissue Testing Laboratory West Experiment Station Extension 682 North Pleasant Street University of Massachusetts CENTER FOR AGRICULTURE Amherst,MA 01003-9302 Phone:413.545.2311 Fax:413.545.1931 soiltest.umass.edu TEXTURAL ANALYSIS RESULTS i i Customer Name: Mill River Consulting North Andover Bolt 6 Sargent St Gloucester, MA 01930 Sample ID: TX140527-1 Customer Designation: Lot 162 € USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve # Sand 0.05-2.0 98.2 Silt 0.002-0.05 1.8 Clay < 0.002 0.0 j 4.75 #4 99.9 Total < 2.0 100.0 ( 2.00 #10 99.7 Sand Fractions Size (mm) Percent 1.00 #18 99.1 0.50 #35 92.0 Very Coarse 1.0-2.0 0.5 0.300 #50 71.5 Coarse 0.5-1.0 7.2 0.25 #60 58.2 Medium 0.25-0.5 33.9 0.15 #100 27.9 Fine 0.10-0.25 43.0 0.10 #140 15.3 Very Fine 0.05-0.10 13.6 0.075 #200 5.8 0.05 #270 1.8 98.2 0.02 20 um 0.0 0.005 5 um 0.0 Silt Fractions Size (mm) Percent 0.002 2 um 0.0 Coarse 0.02-0.05 1.8 Medium 0.005-0.02 0.0 E Fine 0.002-0.005 0.0 (... 1.8 t- USDA Textural Class = sand Gravel Content = 0.3% COMMENTS: irowe@millriverconsulting.com [. i UM ass Extension is an equal opportunity provider and employer,United States Department of Agriculture cooperating.Contact your local Extension office for information on disability accommodations.Contact the State Extension Director's Office if you have concerns related to discrimination,413-5454800 or see www.extension.umass.edu/civilrights. t 6/4/2014 I Wass Extension - Center for Agriculture Soil and Plant Tissue Testing Laboratory West Experiment Station 682 North Pleasant Street Amherst, MA 01003 ' Phone: (413) 545-2311 i email: soiltest@umass.edu website: http://soiltest.umass.edu/ i i Particle Size Distribution Curve a S e 100 #4. #10 #18 #35 #60 #140 #270 0.02mm 0.005mm 0.002mm 90 80 s 70 F- � c 60 LL t c 50- 40- 30- 20 04030 20 10 0 100 10 1 0.1 0.01 0.001 Particle Diameter(mm) f Prepared For. Mill River Consulting I North Andover BOH 6 Sargent St Gloucester, MA 01930 Lab Number. TX140527-1 t I Sample ID: Lot 162 t I II I I ' t i iI t i f(� 3 I , �:S�'q'tL'�D��e • � 7w. North Andover Health Department Community Development Division June 18, 2013 Green& Company 11 Lafayette Road North Hampton,NH 03862 RE: Re: Subsurface Sewage Disposal System Plan for Lot 16-2 Saracusa Way Salem (Mai) 61,Lot 16-2) Dear Property Owner, p Y The North Andover Board of Health has completed the review of the septic system design plans, for the above referencedproperty, submitted on your behalf by the Christiansen& Sergi, Inc. dated April 17,2013, received on May 3, 2013 and revised June 12, 2013. The design has been approved for use in the new construction of a 4-bedroom, on-site septic system. This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. 1. Prior to the issuance of the Disposal Works Installers Permit,the applicant must submit a foundation as-built at the same scale as the approved plan. 2. Prior to the issuance of the Disposal Works Installer's Permit,the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 �k Lot 16-2 Saracusa Way June 18, 2013 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. iY . Sa er, REHS/ Public Hea th Director cc: Phil Christiansen, PE file encl: Installers list Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 CHRISTIANSEN & SERGI, INC. ' PROFESSIONAL ENGINEERS AND LAND SURVEYORS CS160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi engr.com fax 978-372-3960 RECEIVED June 12,2013 JUN I Ms. Susan Sawyer Public Health Director T0HEA�TH DEPARTMENT ANDOVER North Andover Health Dept. 1600 Osgood Street,Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for Lot 16-28 Saracusa Way (Map 61,Lot 16-2) Dear Ms. Sawyer: We have revised the plan to address your 5/31/2013 comments. To facilitate the review of this information we have reproduced your comments, and our responses follow each comment in blue italics. 1. Please reference the Lake Cochichewick watershed in the notes on sheet 2 (NA 3.2). (Note 16 on Sheet 2 has been revised accordingly.) 2. The plans were not stamped by the designer(310 CMR 15.220(2)). (The paper copies of the revised plans are stamped and signed by the designer.) 3. Please demonstrate that a conventional system in compliance with 310 CMR 15.000 can be built on the site in order to use the Infiltrator Chamber system according to Section 1(3)of the DEP General Use approval letter. An outline and brief description of a conventional system on the site plan is sufficient. (The proof plan and associated calculations have been added to Sheet 1.) 4. Please indicate the holder of both the sewer and drainage easements located on the lot(310 CMR 15.220(4)(c)). (General Note 18 has been added to Sheet I to include this information.) 5. Please depict the percolation tests on the site plan(310 CMR 15.220(4)(1)). (The Perc Test locations have been added to the Site Plan on Sheet 1.) 6. Please add a note to the plan to indicate that a riser to within 6 inches of finish grade is required above the distribution box if greater than 9 inches below grade. (Note 5 has been added to the Distribution Box Detail on Sheet 2 to include this requirement.) 7. Please indicate the model/brands of the septic tank and distribution box(NA 3.2). (The manufacturer and model numbers of the septic tank and distribution box have been added to the details on Sheet 2.) I trust that this response and the revisions made to the plan fully address all of your comments. Please contact me if you have any questions. Very truly yours, Chri r ( Inc. P i hristiansen f " •.54,'f�LED'l6yG Rra.��• North Andover Health Department Community Development Division November 4, 2014 New Homeowner 51 Stanton Way North Andover, MA 01845 Re: Your new home and your 4-bedroom septic stem P Y Dear Resident, Congratulations on your move to North Andover and on your new home. The North Andover Health Department has overseen the design approvals and installation of the septic system on your property and believes that it is important that you understand the details of the system that services your home. Enclosed is information on how to care for your septic system and notification of restrictions in caseou intend on finishing g a ddrtional spaces, which are currently designated gn as unfinished space", in your home. I The house plans that were submitted prior to construction of your home show multiple unfinished areas, but this system can only serve a 4-bedroom home (maximum 9-room). A home with this sized system, which as defined by the MA Department of Protection regulations 310 CMR 15.000, will have a maximum of a 9 rooms in total (not including bathrooms; laundry rooms etc). According to our file, your home is currently at eight(8)rooms,therefore only one additional room could be finished for use. This assumes you did not finish more than the plans originally identified. If you have gone over the approved number a violation to MA DEP code may already exist. The multiple unfinished areas in your home are allowed by state code and are not counted until finished. The inclusion of this amount of square footage, as unfinished space, was discussed with your builder. The Green Co. chose to inform homeowners upon purchase,that if you plan on finishing any of the areas for living space, above the 9-rooms,the expansion of the septic system and the compliance with the code will be done by the new homeowner. No building permits,to finish additional rooms, will be supported unless compliance is achieved. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 51 Stanton Way November 4, 2014 If at any time you do plan to inhabit any of these multiple unfinished areas,please contact our office and we will be happy to discuss the options with you. As the homeowner, we want you to be fully informed on how disposal systems work. The document provided will help you care for your system. You can also access numerous guides to assist you on the MA DEP website, http://www.mass.gov/eea/agencies/massdep/that will help you maintain your system in good working order, so it will protect you and the environment for many years to come. Finally, it is important to note that this septic system is not designed for use with a garbage grinder. Installation of a garbage grinder will cause damage to your septic system and will void any guarantees for its proper service by the septic installer from the date you install the grinder. We hope you are enjoying your new home in North Andover. The Health Department staff members are here to answer your questions on septic systems or any other Public Health related subject. Feel free to contact us. /Sincewy�r, S/RS Public Hearth Director Encl. "Caring for your Septic System: A Reference Guide for Homeowners" I i Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Caring for your Septic System I MassDEP Page 1 of 2 The Official Website of the Executive Office of Energy and Environmental Affairs A. Energy and Environmental Affairs \f•r ff EEA Home > Agencies > MassDEP > Water Resources > Wastewater&Septic> Caring for Septic System:Reference Guide for Homeowner Caring for your Septic System: A Reference Guide for Homeowners Caring for Your Septic System �a• Water Resources (Conventional Septic System,Innovative/Altemative(IIA)System,or Cesspool) The accumulated solids in the bottom of the septic tank should be pumped out every three years to prolong the life of your ?` system.Septic systems must be maintained regularly to stay working. Neglect or abuse of your system can cause it to fail.Failing systems can cause a serious health threat to your family and neighbors, r degrade the environment,especially lakes,streams and groundwater, reduce the value of your property, i A to Z Quick Links V. be very expensive to repair, • and,put thousand of water supply users at risk if you live in a public water supply watershed and fail to maintain your Water Resources Index I, system. Be alert to these warning signs of a failing system: sewage surfacing over the drainfield(especially after storms), sewage back-ups in the house, lush,green growth overthe drainfield, slow,draining toilets or drains, sewage odors. Inspection(I n np aLq) Frr Tze ~► n: i'^;:i;ri;r.:.. cruet 3=tii'v'� 'r,.s:x::r<?wt� ��.ed Inlet:sn?g- .:1''' i2�Cip .•..+.:,, i'i e?'i'� M .. -` -=`eu DllUel'treaf2d' enters from house Nvaslzmtergees todistribution °"`••!�• �= 6exanddrxinfizld �• 4Vastevrater �� /Sludge Tips to Avoid Trouble DO have your tank pumped out and system inspected every 3 to 5 years by a licensed septic contractor(listed in the yellow pages). DO keep a record of pumping,inspections,and other maintenance.Use the back page of this brochure to record maintenance dates. DO practice water conservation.Repair dripping faucets and leaking toilets,run washing machines and dishwashers only when full,avoid long showers,and use water-saving features in faucets,shower heads and toilets. DO learn the location of your septic system and drainfield.Keep a sketch of it handy for service visits.If your system has a flow diversion valve,Team its location,and turn it once a year.Flow diverters can add many years to the life of your system. DO divert roof drains and surface water from driveways and hillsides away from the septic system.Keep sump pumps and house footing drains away from the septic system as well. DO take leftover hazardous household chemicals to your approved hazardous waste collection center for disposal.Use bleach,disinfectants,and drain and toilet bowl cleaners sparingly and in accordance with product labels. DON'T allow anyone to drive or park over any part of the system.The area over the drainfield should be left undisturbed with only a mowed grass cover.Roots from nearby trees or shrubs may clog and damage your drain lines. http://www.mass.gov/eea/agencies/massdep/water/wastewater/caring-for-septic-system-ref... 11/4/2014 Caring for your Septic System I MassDEP Page 2 of 2 DON'T make or allow repairs to your septic system without obtaining the required health department permit.Use professional licensed contractors when needed. DON'T use commercial septic tank additives.These products usually do not help and some may hurt your system in the long run. DON'T use your toilet as a trash can by dumping nondegradables down your toilet or drains.Also,don't poison your septic system and the groundwater by pouring harmful chemicals down the drain.They can kill the beneficial bacteria that treat your wastewater.Keep the following materials out of your system: NONDEGRADABLES: grease,disposable diapers,plastics,etc. POISONS: gasoline,oil,paint,paint thinner,pesticides,antifreeze,etc. Septic System Explained Septic systems are individual wastewater treatment systems(conventional septic systems,innovative/alternative(I/A) systems,or cesspools)that use the soil to treat small wastewater flows,usually from individual homes.They are typically used in rural or large lot settings where centralized wastewater treatment is impractical. There are many types of septic systems in use today.While all systems are individually designed for each site,most systems are based on the same principles. A Conventional Septic System A conventional septic system consists of a septic tank,a distribution box and a drainfield,all connected by pipes,called conveyance lines. Your septic system treats your household wastewater by temporarily holding it in the septic tank where heavy solids and lighter scum are allowed to separate from the wastewater.This separation process is known as primary treatment.The solids stored in the tank are decomposed by bacteria and later removed,along with the lighter scum,by a professional septic tank pumper. After partially treated wastewater leaves the tank,it flows into a distribution box,which separates this flow evenly into a network of drainfield trenches.Drainage holes at the bottom of each line allow the wastewater to drain into gravel trenches for temporary storage.This effluent then slowly seeps into the subsurface soil where it is further treated and purified (secondary treatment).A properly functioning septic system does not pollute the groundwater. For More Information For more information about maintenance or inspection of your septic system,contact your local board of health. Did you find the information you were looking for on this page? O Yes O No Send Feedback 192014 Commonwealth of Massachusetts. EEA Site Policies Contact EEA About EEA Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. http://www.mass.gov/eea/agencies/massdep/water/wastewater/caring-for-septic-system-ref... 11/4/2014 Soil and Plant Tissue Testing Laboratory UMass West Experiment Station 682 North Pleasant Street University of Massachusetts Extension Amherst,MA 01003 Phone: (413)S45-2311 e-mail:soiltest@psis.umass.edu CENTER FOR AGRICULTURE website:http://www.umass.edu/soiltestj USE THIS FORM FOR PARTICLE SIZE ANALYSIS Name: NOH�l Ard_oW4, 60tf Telephone No: q-7,g , 00 ,LIy s o q Business Name. E-njail address: Av-er CDn6UIitrlo Street Address: JMethod of receiving results US Mail 4ct a - - (Choose one or include$2 fee for n City,State,and Zip Pt4(,2e_,5*f. MA _01150 both) RE-mail LAB# Sample ID Standard Test Title V Sand Include graph Fee,$ (Leave blank) (You create this ($70.00) ($10-02) (10,00) ADO td,S L Q T 14,12 El El El i. EJ El Office Use Only Order Total$ Received I Due check# Po# Cash Soil Sampling Instructions Soil Test Descriptions&Fees It's important that you take the necessary steps to obtain a representative sample. Standard Particle Size Analysis:$70.00 The first step is to determine the area that will be represented A determination of USDA textural classification by by the sample.Soil physical appearance,color,slope, combined Hydrometer Analysis of silts and clay and dry sieving of sands-(Can be used to determine Alternate drainage,and past management should be similar throughout Percolation rate for Title V requirements.) Sand sieve the area.It may be helpful to draw a map of the property and sizes include:U.S.Standard Sieve No.10,18,3S,60,140, identify dissimilar areas where you will collect samples. and 270. Using a clean bucket and a spade,auger,or sampling tube Additional Sieves for Title V Sands:$10.00 collect at least 10 to 15 subsamples from random spots within the defined area. Soil texture for determination o€Title V Sand for new septic construction.Includes determination of USDA Next,breakup clods of soil,remove debris,and thoroughly textural classification by combined Hydrometer Analysis mix subsamples in the bucket.This step very important, of silts and clay and dry sieving of sands with the because less than 100 grants of your sample wit[be used for addition of U.S.Standard Sieve No.4,50,100,and 200. particle size analysis.Once the sample is thoroughly mixed, scoop out approximately two cups of soil and spread on a Grain Size Distribution Graph:$10.00 clean piece of paper to air-dry.For samples with more than Graphical representation of grain size distribution about 10%gravel,submit four cups of soil. Place dry sample in a plastic zip-lock bag labeled with your sample ID(you create this.limit of 5 characters).Send your sample(s),completed submission form and payment to the address listed above.Make check or money order payable to UMass. TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES_ HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540-Phone Susan Y.Sawyer,RENS/RS 978.688.8476—FAX Public Health Director E-MAIL:healthdeptp_townofnorthandover.com WEBSITE:http://www.townofhorthandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission: S 3h3 Site Location: Lot 16-2 Saracusa Way Engineer:Christiansen & Sergi, Inc: New Plans? Yes XX $225/Plan Check#-3-3 j�(includes 1" submission and one re- review.only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes No XX Local Upgrade Form Included? Yes No XX Telephone#:978-373-0310 Fax#:978-372-3960 E-mail:-phii@csi-engr.com Homeowner Name:G.M.Z. Realty Trust Applicant: Green & Company, 11 Lafayette Rd, No Hampton, NH 03862 .800-429-8615 OFFICE USE ONLY When the submission is complete(including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt --71VED➢ Copy File; Forward to Consultant REC ➢ Enter on Log Sheet and Database MAY 0 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH 1 OUJ OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (NA Repair ( ) Upgrade ( ) Abandon ( ) - E4Com Tete System 7" p y [I Individual Components ,'/6216. -S H WA,,-- , G ree n J Location lCOowrnne GeNua� a e� arcel# m y T3-9'0— Lo Loj YG/-2— � 9� ss Lot# U — 613 Telephone# Installer's Name � S� Desi er's Name. Address rn J ('2. q7ff _,3_73 Address — —6 /6 Telephone# Telephone# Type of Building: 1}'I,F'lQ TLS i'l l i '� Lot Size ci3 616-3 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (04) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(mi .re uired) 4 qZ) gpd Calculated design flow gpd Design flow providedd Plan: Date 4 ( D Number of sheets Z gp Revision Date Title Ll /6 -2- S�xiraCu e� lcu�, �1 ,4 U Description of Soil(s) Soil Evaluator Form No Name of Soil Evaluator f [4 4oil Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS ��lyf TheAagre S'to insta a above described Individual Sewage Disposal S stem in accordanTITLE 5r not Y ce with the provisions of 9 e s stem in o r 'y pe ahon until a Certificate of Compliance has been ssue � ez SIne Date /InspecMAY Q 3 201 013 TOWN OF NOK ANL) vkK riCML i rY l.:cr"/'�r�i iw��v-i FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 Wall Tvoes • E,Mnor walls 216 wood stud 1 - Interior wells 2x4 wmtl stud unless opted amerwise Dar o u th Cia i c Wall Keys - '► - o ¢ 2,wootl studuits on the flat ga i a 2x3 wootl stud wall,16'ac G 226 wmd slutl wwal 16' Note:2x4 wood stud wall i6'oc u less otherwise mletl 1 Key Notes n 30'z 22'Mm mum All,Access - Panel Insulated(RO 34",26') \ Field locale for plumbing or mechanical Oras• "-� Veny sae of fsture or appliance Adjust dimensions to actommodala Snug Dmror Window tom will be snug c- S and may neetl to ba tut down er-Place door or window centere0 Cents Yt C on wall xolb To x lirr Deck Double Stud Or structural mull-adapt b vuwwan p p e�aerT.p: essyour 142 s fl _ en suit chosen window,brand. Pd n la. pe M1eyare.Vaur PBS antl q y D Ob!ecl Bio have some'b ia'for curtain (/���% NVY�a 1 'd kspeurwomora Verify Size and location of Dede hardware and exlenor aesthetics. Y aw rw ewme�wswawYaa am yov D�Am,rn,HO ePlans eo ria ria etMpeNlnnry (� !4 ®. SmolmD,Mctor �) 2 p6llgamypa,aaime,mv,wmeymwm.menme, 3 0 l5 v \' mI,flreplams end spa lues.The moven ti-en you ii Dear Code Officer, fine r p fin g gm IoM Ym,Oulcer pwema. /` 1 Carbon Monoxide Daletlor I' These a edesi tl home fans,dost ed brio d ICO, 50-0' /6'-0' 16'-0' dzsiga and construction drawings to people at more.fordable \ ! d faster lime frames Nan Vaditional architecture.Where 2'-0•��---7'_7• 2'-0• paces an traditional'iMernet'hocae plans disdaim all responsibililly,we split Dimensions _ _ resmnsbtfily between us(Artform)and the owner.We sncourga :52'-8'f --- -- \ 18'-3"----� 'S thefulumhommwnss to use a quality builder who can assist closetsare am 24'Gearms tle,unlesstl noted mthrwMe.lse. --_ -- /ud 6^� C\ 519' 8'-6' {-- —4'-0'-�. them withN's.TheyereresponnbM far thermal and mostare Dimensions are 1p tam of slug unless noted omerw se 4'-0' 20-0' 17 7' S'-10 ted' S'-3' 9'-11 3/4' ° D09£06B o ensioned decisions and for meeting catling in ways Nal a quality bu Ider _ - I r should know Weare responsible for things Met am directly SDuare Footaaes Conform I II de req �"��" i O �° 's• I I related W are design and/or Nal a quail bold.,mumu D04-2868 m ding W03 @'86.75" - WO6 86.75' W04 C 92.75- 004 C'92.75' res \Y but not limited to. r F A Q fa construction I t III tunably figure out on their own spetlfically the/ollomng IRC 1. Sq a numbers are meno,to room for us,in calculating —— — o ow O O _ Lot 76-2 Stanto�Woods, 1 q 200g rude 1 provide m boa ci t II anon Ptry fini¢he. ;p a gy su 3s¢ a North AndoVer,MA III _ _ _ _ ._ ._ _ '2: Roams size.(Section 11304) 2. Cabinet and fi m es not subtracted. - eilings per de for separation of garage from it �in Law -_ Al kitchens,always double check I-- T 2-CeJing Haight(SeNm 11305) 3. Add for doorways when floor finishes run through. a living areas. 5'-2'x e'-8' clearance to selected alk ash, by Or for Green Company I 1 Ceiling break line- ry 3-Flmr space 8 ceiling height at Total.Bath and Shower Spaces m $ ~ H 1 mnfirmmbnel lacement and 9 p, 2 Provide fire rated and/or self closing doors I 2'-7'-11 3'1 it I n I changes tom sloped 10 flab 4-H.IJn 1130] Notes m center wintlow on s nk I @ 4 Hallway widths(Section R311.6) h per code for separation of garage from wing - D05 286 Door types 8 saes(Section R311.2) y o areas ., Kittch n Division between K L Dill III i 6 Floor space in trent of dmrs(Section 11311.3) 1 Ezlerior walls 2,6 wootl stud @16'm Provide o __-__ _ -, _ - /,�_ P- -_ ___ - __ Lplonal lslantl _28,11,21 6LlvrsarbibarySee GC _ ( _ _ __ ]-Slarwidlh-The sea rs in our des gas wall beemmmum of 36' solation 8 vapor banner mnfOrming to state or local cptlas T 3-Proleci dud and other penetrations per Entry rlyry O w I -t L_ 381 s for flooring quantities. �I v - vntle measured wall surtace to wall¢urtace allowing compliance Inlenor sheathing1/2" m board.Provide 112'extenor Code for se bon of from liven e'-ll'x 7-11' with R311]1 with nslailaton of caned handrail. - ---------� Bea rwa headroom Smtion 11311.].2 ,atetl shealhing house wap with drainage plan and siding. areas. Para garage 9 6 64 sq fi c V m I �. 8- Y ( ) ' Provide step flashing a1 walls adjacent to roof planes. l m o DOt-246 I I I 9-Stair beads and rises,(Section R311.].4) g Trimmed openings are amt on door schedule, 6'Optional Step Doom + _ 10-Lendings far sNinveys(Section R311.7.5) I 2-Inlenor walls 2x4 wood stud @ i6'oc,unless nolatl m 7'-7'�k-2'-2" T-8 1/4' and sizes are approximate.Adjust to fit Vim V indicates Verify size of 1 t-Emergency Escape Window Sizes(Section R310.1.1, otherwise. E and/or balance Trim with exposed wall. appliance or fidure and adjust V R310.1.2.R310.1.3 and R310.1.4).Casement windows may o __ -- - - - - - - - I framing to suit.Symbol ypica _ require manufacturer's emerge,y escape window hardware.Wit r` 3 Roof-see structural for ratio,s zes.Provitle 518' e'`o t� Po Dimensions t( I N also comply w N NFPA 101 eztenor ratetl coo/sheeting 15p rmfng/ell,ice 8 water ------ 1` _ - Dark squareindicates Post in Wall I 12-BtiucWal Floor Fram ng(Bacton 11502 3)Where d'mens anal ` m ----- --- -- -- 13-1' 16- 3/4" "� - ry o hold at eaves and valla s alum num do o' - -- -18-11 3/4'- K 9'-8 112'. --� 1y<1 2 T lumber s shown from ng members wall be sized emend ng to this y p edge antl 'c Slope garage floor per code.Consult mtle ___ ___ _ T O section of the coda.Where en9mmmd wood products are shown as shingles or metal roofing Structure not calculated officer fpr additional floor Ica M re - 6 - - _-- __ -r-�BB0._ _ - - - -�-- m$ those framing membus will be sae aacon ng to the to support slate or Yee Flash all penetrations.Provide m I - 9 qu remenis 1 Opf nal-- ry iI "Optional - a menu/aclurer's sables/or loads and spans or saes will have been tndrel at any added chimneys. - Number of risers may with OM-5068 Down _ 006 68 m 2, calculating using manufacturers published meanie le Paparl es y way vn it _ '4 l�- _ _ O i� 13 See sbudural shells fa additional notes Garage slab elevation Conform to � r - � --- �" 4 Prov de roof and/or ceiling insulation per cola Provide I m all coda requirements rements l - IJ '1 1 i Family so8't and r riga vents where required red for insulation strategy. 15'S'x 23'-0' ( The Miller an and should add information to Nis set such as (Verity with code of icar-dosed call spray foam or dense- �:' STAIRS: _:pj I 4 3 1/2'x 3 1l2'PSL Pasl or 6'x6'alignment 356 sq h Reschede,a tech maMup of our generic thermal and moisture pack call,Mse ineWhad al ratters and fJling ridge and eaves $ o 1d Equal Risers @ 75/8"+/- 3'6 1/2' m er post below supercedes dimensl 12'0"Ceiling Haight section,Midilianal information about doors and windows(such es generally co;^ratindicaWs venting,ball insulation always O Garage 13 Trends @ 10'each,a Q ^i bre rating,tempering,etc),I..dation drops relative to site requires wen gl. 23'6"x 25'-0" measured nose to nose - grading,and sometimes Heir clnsen method of basement eglre m 625 sq II O O m information.ng re cat Inlentletl is be used without that atldl on 5-Provide smarm data.(.,.w41ere shown,where required SD CO s a s aqui, t _ _ _ _ _ _ _ _ _ __ _ by mtle and where required by local authonbes r`q e I � fi LIVI a Study o -7 7 q Where a mnsVuction atldress is shown on the draw rigs 1 s for al 12' /2 i 6o I 3... 6-Provide fire res sl ve mater els where re ed b de, ------ 8 sq 8 1'6 1l2' 1 6 1/2 copyright cmbd only.We have not nsMdual the s le adapted qu r y co open io I Ne design to stale V aific laws(a...of where it says co in the month,g but not limited to f l psi g al penetrations 1/2' W04 116.75' Align tate o4.n A above,/ D lag W04 @ 92.75' V1104 @ 92.75' dremngs)erste or reg on usafc cl male cantl bons drywall on walls antl 5/8'drywratl sings to separate tate o/loun1 "x 15'<" Homeowner andlo,Bu Ider shall be responsible for thermal and garage(where garage presentn tlesgnlfrom tlweling and .. Note:Wham ors of 8fiq8 - -- - -� mosture controlstmege materal,choces and compliance with separabon of dwellngs(whe,e more Nan onedwell ng garage s Cedir ens onetl �Slopetl low wall follows apps cable laws antl ori neater. 1m des d 1 f f flammable insulation - - W04 @ 116.75" W04 @ 116graph c placamenl govern U angleJf stairs 3'3' 8'6' d'-0' presen fiat an protection ono - p materials. 7q'-0' 0' Piea¢e do feel free to cell us with any questions.We ran and do I update our drawings and standard notes to address specific 7-Confirm bottom of window,opening relative toframe. 4'-113/4" 6'-6' 4'61/4" Window head(frame) Line of Tray Ceiling q concems,espetlaily injwisdictions where our diems will be Adjust head heights as required to conform to IRC 2009 8s 11.r,Typical FO Bf - __ First Floor Plan b^Idnga�ain. n 116122,os provide rude approved guards 4 �o y OO r �i _l Dear EverWOdV 30'-0' a 114 sq II SD CO e 1 e 1 2 ] a .. 8-Compliance with code requirements for rooms size and {/ W04 @ 86.75' W04 @.86 75' W04 lI 86.75' W W04 @ 8fi.75' WN these drawings pyr zin J e E granted for a single, clOr earanmss,(hallway widths room size,etc)assume ill' drywall on walls and 1/2"drywall on ize strapping on `. - - - - --- sbucti mlryaat�y.T is wood,Norm.and Mot •^ ceil'n Adjust a5 re _ _ -- - - a,fw-Lica Th pL ngq,k Bumand doosuotng t' �: r`. 3'-6' fit ..�-3-0' _ DO_7_@8025 .-3'� ...__..._62 ..-3{. gs. 1 required Imaterialstl Her. {6, intlutleaLcenseb Mod fy ed I t b'Itl 9 Some vvndows must be retailetl with a head height J 13-0 - 130" V mea Or fulfil bu mar/ a greater or lesser than the standard 80"or 821/2'io p,oVda ry t. :At-Wprearshisi=ble•••of H�t drawin clearance at klchen the sta,to rued mtle sill hooch or to 5'-0' ! v-0' 4 -All acW Les assodatetl volt mnslm ti i g listed affors Gear renis.Where a 84'head height is called for, 10-0' Pricing or anal m n rya discuss ons w+lh g tle ofl gals for PP,ox 9 thicllon el other ddr vat with poor notification W Anfonn install 2x10 header Y ht to double top plate,fmme window, 82'-0' 9 Home Plans-lust use the Contact form m the web site-bIIp:/1 RO tight to header. •:oMrmmhrananlan=mm/canted a5w 70.Shear is only called out where Contnuous Portal Frame Nm Parmmed: will nal suffice.See Section R602.10.4(Pages 173-179)of -Application for any permits or other approvals for mnsbudion at ai the IRC 2009. Properties other Nan the listed atltlress,inducting but not limited Uto mnsWctian,xming,mru'ervation,or design review. -Mdification of in.basic design. EUse of Meas drawings outside Nese parameters is a via I of o NUMBER QTY FLOOR SIZE DOOR SCHEDULE HEIGHT TYPE COMMENTS federal copyright law,punishable n both-Inc actin and criminal prderalopy It's also stealing or enabling Nil which criminal 01 1 8 IN 28 80' HINGED suddenlybecome less bdjusl bemuse R ii'inlelleclual property. `O D02 7 1 2868LEX 32" 80' HINGED Making tangos.even significant changes,dols not change Nis. tJ'1 D03 1 1 2868L IN 32' 80' HINGED Under mpynght law,that's'derivative works'.Vou still used our wodc,and we sig/spell significant Yme preparing 8,quite possibly D04 1 1 2868R EX 32' 80' HINGED in Ne wee hours when evesybotly else vres sleeping! Door 8 Window Notes D05 1 1 2868 R IN 32' 80' HINGED DO6 2 1 5068 L/R IN 60" 80" DOUBLE HINGED OPT We can provide drawings suitable for use in obtaining design or p 1.Rated Doors:Provide fire rated.,War self-dosing doors where required by local codes or I D07 1 1 5368 631/4" 80" MULLED UNIT ning approvals without incurring me expense of a full Belot U D08 1 1 54681 IN 64' 80" DOUBLE HINGED authorities nsimdion drawings.Contact us for mal information. We ha 009 1 1 6068E E% 72 108 80' SLIDER anvvaaIt-reasonable use al reasonable wsls,just not have V 2.Trimmed Openings:Trimmed openings not shown on schedule.See Pian. D70 2 i 1668 108' 90' GARAGE rwoM,Wien. ,,.1 it c.0 i.o�n�•,<111 t5 �j D11 1 2 i668RN 18" 80" HINGED 3.Window Tem Provide tampered!windows where re y D12 1 2 2068 L IN 24' 80' HINGED Your use of mese drawing, Yt,le an acceptance of paring: per required b local mtles or local authorities. D13 1 2 2468 L IN 28' BO' HINGED cans Tempering column provided here for convenience.Windows have not bean reviewed for tempering responsibility as outlined in"Dear code Officer on me first E D14 1 2 2468 R IN 28' 80' HINGED requirements, D15 1 2 2768 R IN 30 112' 80' HINGED page of mese tlrawings,antl.==;ite: D16 3 2 2868 L IN 32' 80" HINGED trio'/Avow aMormhomeoians msa5w 4.Window RO's:114"or 1/2-on each of 4 sides allowed for window RO's,typical.Review framing size vs D17 3 2 2868 R IN 32' 80HINGED RO size.Adjust per manufacturers requirements antl/Orr builder preference. D18 1 2 3068 R 36' 80' 2 DR.BIFOLD If you have any concems or questions,please feel tree W D19 2 2 5068 LIR 60' BO' 4 DR.BIFOLD contact us.We are happy W danty matters that fall within our 5.Egress Windows:Provide minimum one door ar window meeting egress requirements m hasemem,in D20 1 2 60681 72" 80' 4 DR.SIFOLD scope,as listed on the first page.We can also often provide h each sleeping room,in each potential sleeping mom,and other locations required by local lode,in sizes affordable support for issues Nat am your responsibility,such required by tical rude.Note that casement windows coded by manufacturer as meeting IRC 2006 egress WINDOW SCHEDULE as nergy dasign/calcs,.1 Vd,atnal awaiting. o requirements typically need to be Ordered wish specific hardware.Emergency Escape Window Sizes(Secen NUMBER QTY WIDTH IHEIGHT EGRESS TEMPERED 310.12, IPTIO OD ANU A RER COMMEN U R310A.1,11R310.1.3 and R310.1.41.Will also comply with NFPA 101. W01 2 79112" 61 1/2' 20'X62" DOUBLE HUNG PARADIGM W02 1 33112" 401/2" 34"X41" VES DOUBLE HUNG PARADIGM Artform Home Plons U 6.Basement Windows:Add basement windows as required to meet stale or local mtle requirements, W03 1 38' 49 1/2' 3812'X50• DOUBLE HUNG PARADIGM includingbut not limited to d eihtienfilation. W04 15 38' 6112' 381/2'X62' DOUBLE HUNG PARADIGM AF W.Itan gna SB].124 firers an g 02813 Weney Welton 685.431.9559 WOS 7 38' 61 1/2' 381/2'X62' VES DOUBLE HUNG PARADIGM 7.Skylights:Skylights M,rat shown on this schedule,but may be required.Consult builder and/or see W08 1 431/2' 441/2" 44'X45" DBL CASEMENT-LHL/RHR PARADIGM Dartmouth Classic floor plan. W07 1 59 12' S2 1/2" 60"X53- VES 2X OH PARADIGM Lot 162 Stanton Woods ' W08 2 72' 611/2' 721/2'X62' VES 2X DH PARADIGM Norm Andover,MA a B.Minimum window sill height:IRC 2006 and later requires mat upper floor window sills be 24'from flmr. W09 1 72" 67 1/2' 721/2'%68' 3X DH CUSTOM i4•=i'-p-axesa nolle amerxse/,time u1 9 Where 6D'high windows are used,install with window heads @ 84 12-or more. TOPBe Reversed 614.e,ewa by ACJ Conslmtfim x / RECEIVED .11 ASSESSORS REFERENCE: TOWN MAP 61,LOT 16-2 TOWN 0 RT " HAVERHILL 1 \ � V ZONING DISTRICT:R2 F \ i { \ I I rx m WI«.REnR rna° aFr, nary BOXFORD c EO inn j a 1 o NORTH \ °NT"�s` I 1 _ ^ D ANDOVER LEACHING AREA DIMENSIONS LOCUS MAP \ )��2•y, x i i m '/ 'q // 1 �' \ LOT 16-1 LOT 16-2 6 � ELEVATIONS LOT 16,301 IfFE \ /� \, 1 •i i/ \ a�F..- Pac.s\\) e.l 1 2r i + sEOR� . I \ o FscawO. of PmE noUT OF r sEmcrWW<rcnEr \I i \ I i I FaR.PL 1 \ R \ 1 I w i \ m„ T POFD \\ l a IW.OF ITPE 11"OX OUTLET 4`1 $`\ a `` ,M . `d \ sE.PRo LOOR nvP nTLEnc«wOc«nWas OF E—.— 1 1 a\ s '�• R. �'(�.: 1 \ �-.r rel mciF�Tw 1 7ba o8. �'LZ.�'*�... c� -T_ _'-_- --', c.uu �' ` a !-lam `^^•.� "° �.. .� ,.��`�.. ___ Ij r („1 Isro«n I 1 OF —ED OPOO sT LF l.lK «IE« ER I W �.r w.,cB _ W . . TrtLE6 TEs2e EET2 suuo- �R,'P.1 FMa a R.a o.a Oa / OWE + PROFILE(uRENCH 1) sOFFER2 / 1 k PR `"n°E SITE PLAN / OUn FFROW EMOXMTLEru+E1000 TTIEUn MERr ETEvnTm«. s%i a - - / i ounET ws OnoW L,WEs swuL FE,EL�EiF nMwaw oP r«E FRrs,WOFEET OF,«uR - RE—FROW.«nc,wLb«sn«onE� CALCULATIONS FOR nr��� •� oPBE RaouS CONVENTIONAL SYSTEM smE a1°51cER a;=l0xoros SEPTIC wrE SYSTEM DESIGN SHEET 1 OF 2 /�,J _ + I G A�� :a•LONaxYwNEXZDEfF/ FOR $ $ no� "" LEac«iRO ROONs ses sF TOP ac SEDIE 1W2 PRorEssbrv.t E«rs.EER _ E-,ESa LOT 16-2 SARACUSA WAY nnEw�EnuWE° NORTH ANDOVER,MASS. CROSS-SECTIONA-A n`L 2IT PPWURT. crnE LEnoms— + I i G.M.Z-REALTY TRUST n GREEN&COMPANY vERnuLeGLLEE��•2g u L—T—TRE—EE—EQUIREO es Fr 1 rP„�\ I I nOPT«nxpovERSNn�atea5 TELE«OnE�tdaa28 1 LE«ErR ES r PRo W `, Pr'( \ �� 1 \� CS, PROFESSIONRIENGINEER58LANDSORVEVORS CONVENTIONAL SYSTEM PROOF PLAN ER 'I SERGE INC. dF.+" LE-11A1ROnoEO azsF - « r ,. UJ 1 Lo Z Ll RECEIVED JUN 1 ? ZD 13 SOIL EVALUATION RESULTS vTHEALTH0EPAlfflVfWVLORMANDON""ffT*" OF NER r DFD. 2007 SOIL EVALUATION RESULTS 2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERSmEFALwrERw. neu` GaAx°FinsAEasu`riO�F E¢EFaoMN�501 DATE OF TESTS:DECEMBER 18.2007 PATE OF TESTS:DECEMBER 18.2W7 DATE OF TESTS:TEST PIT-4/20M FERC]/1M2010 SOIL EVALUATOR:THOMAS HECTOR SOIL EVALUATOR:THOMAS HECTOR SOIL EVALUATOR:BEN OSGOOD wWpE R`Essrw�+Ep tE°sGi yAy ^ Y�,�°FinE FeEuP, s WITNESS:RANDY BURLEY.MILL RIVER CONSULTING FR T WITNESS:RANDY BURLEY,MR1 RIVER CONSULTING WITNESS:L ROWE,MILL RIVER CONSULTING TELESS Fni SAMPLE PAssac rxEa sEVE.swtAxALrsEs uusi pEuaxsTaATErwiTFE wTERtP4 uEEn CLA,s l EAOH OF TIE FOLLgwRO sPECRTGTOHS: Test Pit#10 Test Pit#11 Test Pit#26 F _ Swface El—95.4 SU#ace El-95., SUHace Elev.96.5 Ec1wELEAr�1ae AREA sessF 'e_ SBE 0-14' A 10YR3/4 SL 0-13' A 10YRw a 0-11 AO 10YR313 SL ]9esFAF FASST'T 16-3Y B 2,5Y 614 LS 13-31' B 10YR" LS 12-55- M 2.5YSB S Ira1CAPAOTvgWSEER StEz P u xta1-px 32-96' C 2.SY&4 FRAS 31-53' Cl 2.5Y B9 FIMS 55-12P C 21Y S16 Is s. wn ABLIBRADAREDT°REPUCE unsuitnaiE OR R1PEauEAalE sgLs.TitE EKGVATONOF TnE 53-101- C2 2.5Y 614 Fe ,IS LENCTI OF mEIwES MovmED mFr U—TABLE MAE SHALL EXTEND F vs DIRECTIONS FIVE THE Ea FHATISLL'O0GLRFHBEYONOTIE 05mrvetl Water.None EB oDTEa PERaEtEROFTHE SOL ABSOS 1 s MI TOOONIDSTE SAND Op;uRRaGPERNgA OMervep Water Hale ODserveO Water.Nme FTRExcH lEEDNS---R—.Aevslo G+n Iszw ISOn.ABSOPATON srsiEusl ANO RET+Lncm w,TI FEL wrERLu ESH'M®3G REDOX Eley.814 ��Qe MEEmGTIE SPEaFxArNxaoF rorEn AmvE. ESHWT@53-REDOX F3e,.91.1 ESHWT®46'REDOX Elm.92.5 PEa metol a of LL rwweH,HALL SE srOCNPEEO AT rIEExEOF THE EXuvATNa Aero FTUEOa Pere Test 10�TP 10 Toru No.aF cnuaBE. Pere 11(S TP 11 sEPele r^HN usfD Iseo GuaN ua'r�oR w�onAsxpw Es Elly rioxis Awe`wre rRlYie eLivAna+o�FTTHE Depth o/Perc Test 64' eonOM OF EEXCAvarrox,THEEXuvATOx SHALL eE D"ATEaEO AS IECEssARr. Depthdle—Tele56- Pere Test 20 a TP 26 CALCULATIONS ' TtAR PrN:TANN PUL,oIHG SCFEgILE IS BEcesaEnDEo ro^'rot°IEAgIae AREA StaN Pro-sOak 3:25 MOsLEMs. tY 3:40 Stall Pro- . 3:37 Depth of Pere Test 55 mE$EPTK TAIN,MALL eE seHEGULEwwc.Boars swat eEEuSrOMETMC 9' 3:45 12' 3:52 4w cM,a.i.cPgsP.Sss sF a' EiEatrPE.EF— ASSEHELr ESC EDLL—F-. GHTS A LIEB-AST 6" 3:50 9' 357 SMn Pre-mak: 920 snEtlEFIGTIGHS Time 9'b6' ,min Ms955ss sFAFRofT�W 6' 4:01 12- 915 sxML eE 4-Scw 4,wcPIPE suaawuOEDev AMasuuM OFecRwv¢. Time 9'-B' dnlhL. 9' 9:37 i. TlE euemO SEWER Perc rete:QmlGutes per loot, 6' 6:41 ua.sEmcrAHN GPAq EO E. THERE ARE rvO NNgrH-.S wrtna zoo FEET OF THE PROPOSED SYsmM P—Doe:Qmi—S pa lhoh TI-9'-6' m[Hee. (US.—GALLrn+rAA s. ASENE AHA SBHALL BE PERF—D ON TIE ALL wmaMI TO BE USED.A GOPY OF THE RESULTS OF ire P—Tato:<2 mMutes pP+hTM AHALrsIs slML eE suBlnrmD iO THE eouO aF HEALTH FDRAPMWAL MPR M ANY PUCEMEIIT OF FILL M. ABENgLMARNweL BE SEr iIA LOunqu xEAa TrE LFAOmO FAGITY PPpR to ANV COxsTauciON. aEMOVEAaE END w fa. THIS LOT GOES HOT LE Lvrt'm THE UNE COCKKIEmG WATERSHED FROTD—ON gsmIOT. - - I l tB. TIE OEVELOPMwnL HOLD TIE mGHm TOESEwERagWDNADE FA,EMEITS ON THE LOT UNnI Such TME . 1e usolaE SAw THAT THE Town AcrFPrs THEM OUT 4 PvcNPE currorrt w onwcEsi wE NED cmcle 4•COIrvLING NHIGH)OR EXTEnD4' RIF-TrIESEAL RFOMRTED PSC PPE GLUED TO COUPLING M-PIN �BTOR1—THROUmENCH TO OE LEFTOPEN-MOEFFLL ELMONROPoNG EFFLUENT MONITORING WELL I r —SL LET a MULTIPORT END CAP PDR -- - ImTOw.E B-ALL .D1114— A (e14�iF PmE SEk SiGE SEC �Y VIEW J_ IDooT HX �PEa sfcnq,MEw —E'- FINISH EOVEro INFILTRATOR SYSTEMS 4 TOP VIEW REaFD�EMENrMRAsrmca:T4,. wpESTNKEN TRsps QUICK4 HIGH CAPACITY APACITY CHAMBER SPECIFICATIONS: SIDE VI anlaMAFTERxoaNOTTOSOALE DISTRIBUTION BOX S roxcuE&G—NTsEALm vnm euTnE_oN USE SHF CONCRETE PRODUCTS fTrP1 6-0UTLET H-20 DISTRIBUTION BOXOEslcu 1500 GALLON SEPTIC TANK ITEM NO.BODBH SHEET 2 OF 2 NOTES: SEPTIC SYSTEM DESIGN USE SHE CONCRETE PRODUCTS FOR REM NO.TKJA15005TANDARO LOT 16-'2 SARACUSA WAY NOTES: I. BArwvrA"irmaaucHuFxi,uFORemwNCRE�mgr —Fero PaoFEsslaul.ENcaEER t. Cg3mg1X'rrolA3w4LARY waaRANTr. lw IN wATERTIGHTTIaeucnMANUFAOTLmERssPE 7. orsTR®uTloxBOXoroPesETLEVELAeroTRUEroDwDEONALE.ELSTAGL .---� EAs•sMARAT1Dx-�' NORTH ANDOVER,MASS. E THESTAB A"H"A:w`I°EEn"ME EINL°a` L:Aco°.w:creoA`HDa"OON o Esq ISPLE,LCE`""`°a"�iLLao0.oP"EawwL"rP�ACLLTil ol',weo O NS�REST L r wNER - PLtG"r: _ _ NPUCEDroMaiM�EE UIErEN SEmac. ^EYE"T SETING:HATNE CRouxDwn»Asq acH soNE BASES oG.M.Z.REALTY TRUST nP GREENBCOMPANY of usIm STOxEwT� Ea[OMP PITC TAHNsVE OiHERw15E AcewABoyE TIE DVREr ervERr wvBE MOWER wo,ea5 '�E aN°Npa„DHEE. Mq DEpaP DED mea E TYPICAL CROSS SECTION "°"r" QUICK-4 HIGH CAPACITY INFILTRATOR TRENCHES ¢PIDIE,�4 aa4rs coxsraucrEO mAB TO wlmsTAIO Ax AIncPArfD slamuu w,p LOAoaGD oxlsro HnvE OReE OESIGxEO Arm caysraucreOso aSro nwr ro sr",= �; SHE PROFESSIONAL ENGINEERSBIAND SURVEYORS s RmeeUINEIES FaALDR �RE«nREDIFmED�mroGrlga CHR/STIANSENB SERC/,INC. ,aEHE, LroYER HAVFRHBE Stem R amen i N \ 282.3' \ coo LOT 16-2 M EASEMENT co s EXISTING FND. EASEMENT \ EL.=105.9' � \ 3 Zg1.6� �I STANTON WAY �Vj00FAtiyS S - MICHAEL 90ti O G J. N SER m o. o O u N 1 - O SS`O Pv SURV0 I CERTIFY THAT THE PRIMARY STRUCTURE SHOWN CONFORMS TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE LOCAL APPLICABLE ZONING BY-LAWS IN EFFECT WHEN FOUNDATION AS-BUILT (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER CONSTRUCTED. RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMENTS, ORDERS OF CONDITIONS,ETC.)THIS DRAWING SHALL NOT BE USED CLIENT: GREEN & COMPANY BYTHE CLIENT WITHTH WRPOSE TENPE ER THAN THAT OFCHRI CHREDISTIANS ABOVE,EXCEPT WITH THE WRITTEN PERMISSION OF CHRISTIANSEN &SERGI INC.FURTHERMORE THIS DRAWING IS THE COPYRIGHTED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY UNAUTHORIZED USE IS PROHIBITED.CHRISTIANSEN&SERGI TAKES LOCATION: NORTH ANDOVER,MA. NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREON. DATE:6/25/14 SCALE: 1"=100' PROFESSIONAL ENGINEERS & LAND SURVEYORS CHR/STIANSEN & SERG/, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX.978-372-3960 DWG.NO.: 12007.001.012 1 ,I