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Miscellaneous - 30 STANTON WAY 4/30/2018
ti t A �l f i' i LW 0 V SST IL'EU€�6 -tet TOECOPY PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 5/22/14 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Construction of an ®n-Site Sewage Disposal System By: Matthew Manning At: 30 Stanton Way (lot 7). Map Lot North Andover, MA 01845 The Issuance of Fhis ce ificate shall not be construed as a guarantee that the system will function satisfactorily. Mic ele Gran Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com • S�gSv'ED"7�6 • North Andover Health Department (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 30 Stanton Way MAP: LOT: Lot 7 INSTALLER: Matthew Manning DESIGNER: Christiansen & Sergi Inc. PLAN DATE: 6/17/13 (revised) BOH APPROVAL DATE ON PLAN: 6/18/14 INSPECTIONS TANK INSPECTION: 5/13/14 DATE OF BED BOTTOM INSPECTION: 5/8/14 DATE OF FINAL CONSTRUCTION INSPECTION: 5/16/14 DATE OF FINAL GRADE INSPECTION: 5/19/14 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 X 1500 gallon tank has been installed H-10 loading X Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port •� vs ® Outlet tee installed, centered under access port (effluent filter) ® 24" inch cover to finish grade installed over outlet access port ® Neoprene boots around inlet & outlet Comments: 17'4" from foundation to tank 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 - one load on site 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: SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 High Capacity Infiltrator Chambers ® Number of chambers per row: 7 ® Number of rows (trenches): 3 Comments: Total Chambers = 21 Stake to stake = 27'x3"Lx28'7"W with 5' over dig only = 33' Over dig 40'Lx36'13 Foundation to stake 21'6" FINAL GRADE X Loamed X Seeded X Cover per plan Comments: DOCUMENTS NEEDED X Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer X As-Built Plan ' s #1 BM = 118.59 #2BM = 124.93 HR = 8.66 HR = 3.04 HI = 127.25 HI = 127.97 (#2) SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 1.98 (#2) 125.64 125.00 Septic Tank IN 2.74 (#2) 124.88 124.56 Septic Tank OUT 2.32 124.58 124.31 Distribution Box IN 3.92 122.98 122.90 Distribution Box OUT 4.10 122.80 122.73 Lateral 1 TOP 4.19 Lateral 1 INVERT 122.71 122.63 Lateral 2 TOP 4.95 Lateral 2 INVERT 121.95 121.91 Lateral 3 TOP 5.85 Lateral 3 INVERT 121.05 121.16 Top of Chamber Bottom of Bed/Chamber 555/639/716 121.70/120.86/120. 121.70/120.95/120.2 09 0 I 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 10 101 ® 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 i ' 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 Of NOatk. REC � R —`�1 D IVED � 9 MAY 19 2014 � �tg �sSACNusgt TOWN OF NORTH ANDOVER PUBLIC HEALTH DEPARTMENT HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed;( )repaired; By: 114a U,1 /14 OL n n,n (Print Name) Located at: Lot /L -7 Sa.va Cu VV a (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated 5 7 ZO /3 and last revised on 7,2-0l� ,with a design flow of 4141 y gallons per day. The materials used were in conformance with those specified on the Nt approved plan; the system was installed in accordance with the provisions of 310.CMR 15.000,Title 5 and local I 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: Engineer Representative(Signature) And–Print Name Final Construction Inspection Date: Engineer Representative(Signature) And–Print Name Installer: (Signature) Date: 41 And–Print Name Enginer: Lignature) Date: s-- 1S 20/�z 7A /1,P Chr/s Marson And–Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com Town of North Andover — Septic- System - AS-BUILT CHECKLIST 1) All changes to the design plan have been reflected on the as-built 2) Is of suitable scale; (one inch = 40 feet or fewer for plot plans and one inch = 20 or fewer for details of system components)j 3) �✓ Lot number,Street Name,Assessors Map and Parcel Number 4) " Lot Lines and Location of Dwellings served by the system 5) V Locations,Elevations and Dimensions of system,including reserve (if applicable) 6) __LTies to dwelling or Permanent Structure&Wells a. From Septic Tank&Distribution (D) Box b. From Leach Area Ties to Lot Lines from leach area 8) `t Locations of Deep Holes&Peres 9) Top of Foundation Elevation 10) Locations of Wells,Drains,Waterc/Urses within 150 feet of system 11) 4/ Location of water,gas,electric lines,cable 12) V Location of Structures within 6 Inches of Finished Grade 13) / Original Stamp&Signature 14) / Location and holder of any easements which could impact the system 15) / Impervious Areas;Driveways,etc 16) J North Arrow 1' v Location&Elevations of Benchmark used 18) STATEMENT ON PLAN (NA 5.3) a. "I certify the locations, elevations, ties, cover material;exposed component covers etc.,shown on this as-built substantially agree with the approved plan and have determined that the break out elevations,if applicable,have been met." Signature of Designer Date b. "If a STUCTURAL WALL IS PRESENT(NA 4.9)a Letter or statement on the as-built indicating tAC wall- was,or was not, constructed in accordance with the intended design and any manufacturer's specifications." Signature of Designer Date As of:Tuesday,July 30,2013 Commonwealth of MassachusettsMap-Block-Lot BOARD OF HEALTH ____ °.. ------------------ North Andover Permit BHP-2014-0488 ------- FEE $250.00 DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Matthew Manning (Construct)an Individual Sewage Disposal System. �o 30 Stanton --------------------W- --a y -------------------- -- - - ---------------------------------- ------------ --- - -- --------------- 110wn on the application for Disposal Works Construction Permit No. P-2014-048 . � BHDated. On:Mar-31-2014 ---- --------------------- ---- ------------------- t--------- BOARD OF HEALTH i .,r H°;r" °p �+ _Application for Septic Disposal Systema `�,�` �•��°°� =. r AConstruction Permit - TOWN OF TODAY'S DATE '•`�'- •j'. ORTH ANDOVER MA 01845 $250.00—Full Repair SS�CMU58 $125.00-Component Important: ApplicatioLvis hereby made fora permit to: When filling out Construct a new on-site sewage disposal system* forms on the g p y 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 key the return A. Facility Information Y �I Address or Lot# J! /V o ckA l, / c,d o��C M � City/Town 2.-*TYPE OF SEPTIC SYSTEM*: ❑ Pump WGravity(choose one) ***If pump system,attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) ©Infiltrator or Biodiffuser(Gravel-Less) (Attach a copy of your certification to install this type of system. + El Pressure Distribution S.A.S. (No D-Box) (Attach Draft Maintenance=AVireement) ❑ Pressure Dosed (D-Box Present)S.A.S. MAR 31 2014 2. Owner Information y Z . i �—� �S TOWN OF NCR FH ANDOVER l HEALTH DFPART FIT Name e�"s'■■�■�■*■ —�'—�+ 67 14 OSSC -t- Address(if different from bove) Ajovk-�N Al,,&ovex MA Ol Y"I City/Town State Zip Code Telephone Number 3. Installer Information MCkAkcw ManA�c, �Ec Qc o �Kc�v<��d n Name ILJ Name of Company Address Al 14 9 City/Town Sta aZip Code 6o3 a3 [- ys—w6 T phone Aumber(Cell Phone#if possible please) 4. Designer Information Nzl:o 6-, GV,�n�e.n Name Name of Company k 6 0 c,� Address 14",Pvo:: t I M- A © M 0 City/Town State Zip Code 4 -7t1 D73 - 0310 -feleph'trne Nu er(Best#to Reach) Application for Disposal System Construction Permit-Page 1 of 2 Y �1 o*t4ORTH Application for Septic Disposal System TODAY'S DATE 4 - AConstruction Permit — TOWN OF $ 250.00-Full Repair ORTH ANDOVER MA ,ss�cMus s 01845 $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. /40`-E- kg_4c,f MCLnni n L Name Date Application Approved By: (Board of Health Representative) Name Date Application Disapproved for the following reasons: For Office Use Only: L Fee Attached.? Yes ✓ No 2. Project Manager Obligation Form Attached? Yes 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 Plans?(new construction only): Yes No j Application for Disposal System Construction Permit•Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: (Address of septic system) Fox plans by p x, -'O Cr (Engineer) Relative to the application of 10644Lt-e-1 /y(L'i a.n (Installer's name) And dated 7/-0\C) rigina ate Dated ! A";Lll 1.f L o ay s ate With revisions dated V //7 (East 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 (15) 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 sstems 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 ler the approved plans. No instructions by the homeowner,general contractor,or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: Li a a (Today's Date) 1146Ai ,tci Man (Name—Print) ame— i e i i 1 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,REHS/RS 978.688.8476—FAX Public Health Director E-MAIL: healthdeptntownofnorthandover.com WEBSITE:httl2://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM _ FRECEIVED Date of Submission: `� -13 Lot 16-7 Saracusa WayAY '13 2013 Site Location: OF NORTH ANDOVER Engineer:Christiansen & Sergi, Inc. gHEAL"{HDEPARTMENT New Plans? Yes XX $225/Plan Check# (includes 1St 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:Phil@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 ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH ADW o l= OR Ull A-N))z)V& APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - 9Complete System ❑Individual Components eSaruc us a W L4 aEEN 60409Fq k)L/ Locati n Owner's NN I PSI 11. fx� Map/Parcel# Ad 1141T :71-SC,I� - V?-,? -- 269 Lot# _ Telephone# Installer's Name Address Address q7P-3 73--o3i 0 Telephone# Telephone# Type of Building: –Sl* �j M�C;WC-0---_ Lot Size 601 '?3 -7 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (I1(o Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow gpd Design flow provided gpd Plan: Date "17 hzd!3 Number of sheets J., Revision Date Title��c�km , 2 . �y t 16-7 ,�Ca� r t ri k Mlay Description of Soil(s) FM-5, Soil Evaluator Form No.O Name of Soil Evaluator //2 Date of Evaluation 9 0 1��11) DESCRIPTION OF REPAIRS OR ALTERATIONS f3"05,6 7/1q/10 The undersigned agrees to'rr tall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furflper n:es n to ilaceflye system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspec ons FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 • Y• SETT&ED �� . ELE P i • RAgStt;A44' North Andover Health Department (ommunity Development Division June 12, 2013 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-7 Saracusa Way (Map 61,Lot 16-7) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated May 7, 2013 and received on May 13, 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. Please demonstrate that a conventional o entional 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. 3. Please depict the percolation tests on the site plan (3 10 CMR 15.220(4)(i)). 4. 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. 5. Please indicate the model/brands of the septic tank and distribution box (NA 3.2). 6. Please provide a note that indicates the D-Box outlets shall be at the same elevation and set level for the minimum of the first two feet of length(3 10 CMR 15.232(3)(c)). 7. TP-33 is missing the observed water elevation. A copy of the Board of Health representative's field notes are enclosed for reference. 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 8. Please provide a swale on the eastern property line to direct the runoff from the leach field away from the adjacent property (310 CMR 15.255(2)). The proposed finish grading extends to within 5 feet of the property line. 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. Sincerely, ZSsan Y'S er S/RS 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 l � 4 � yrs ♦♦ li t , f I Ir ' I 0 ' •. f / � 34--.1 1 '215Y 40 LA 4�1 �J1rJ� c> i -9 7+ -Ve, �44 I Z6 . .. . . _, 1 F l 4 ----------------- r -713 Qa ,7S �y fazl- 2 � E, r�r fig-all--fl) d L 13 SZ-L -75 m/,- t (8- q7 r . -17 49 5 n' i i ;sL10 rry ,e.3otgr,A C CS>r d— 3xt' ..Jn:s 3lrats.c�� Vito rn ,- .,._3e nv£fr :rOa Sd3".Doa tt fZ .e �, ;45 :9 d't/ri �3Nli ra:9s9 3.•tw+, .S l '� i`S drn . "tom!:or.a xKtl3'n r,kYwB 3:• r n __._- !l -r _��>f ern G.� n ds+OCxr •%h ws`Y S f'f� ��.- t 71c Ab I., Y(kRl:.i ; y •itt!*.i'e1 iAYsC`a S.3tIA000YS�C.L. +;�t1�33iLb WZ=♦it i¢e s":ST3 i / >rY•.,�d 961f .'E(kRls:3 A '� '�zeC-+i�'S>n .t0G5�C'a4: 1 Ofi' '3T6_E dvm.>'r .5s �� .�s.Ol> dva � >" C, 33.Snau 'smar /. '51,W s4a' / es%t xu irsrf- V. a fi to" v` aYn Qt+ rgg,2." ��%r '� •uy x.'� 3 A•'S.... L�' t Ll ,14 1t3a5 ei some]. Wr x rz� t+ ../'J f � i �' i'.t'fit b6atM4,Mki1PJ3 101 K dYR Cr9p33e<15 Ooom ag. isnA4 4wlu j f sort,vim..v \ ., ,• `'� 8-91 103 i , fit 'Je ai.Y> ad;H)fA 13 �; y z Ion PC SrY rn Ow 3 s } 4 --� gyp 1 (30491 df30 4 007 r 30491n. Jin J.. � sst Q-sem• _ .�.,c-Lo,101 -.. r ' � _-•-, 1 �, q) "'• __— _ �i \ 111 r•���\ '. f -'\• \ — \ } 1 c»s tr.inh+a73 ` i M,u. l ` ti j�• _ }{ J tot 'O.. >f 'X(N)OiU3PC INA t N-111; _ t3'an.S tl3150 t. T OVW-A+ v Smz .Z rr •�,�� 5' 3CbivliM Cto /�`� VAI 01 If � � k \ \ � � \ (�` ✓� -i^ iTYi"' :AL fJs.�it � i �} t I� ? � i v/ ffZf „ >snr I - iOt s am \ \ �•- ;`t 1 7++:,S�x}..i T j35if0etuns t �x t ta It,F f .' v'"'�,•� �3" � _ �` .; `.�l � :.� �•'.`'�J��� ''i--\.may� -J +S r__._._ .i�'£��e>, r.' � � ;± ) ' iYTr�_�fflcw ++ tl 07ii fr o4poo.w2 1! 3-Y'S 5 v'tie .. i ot.te6 t s'U'.•h3w^3 �t a :a fiC55 r'.�{n)On:3 � ,���- _ - � C>9 tr art'it:aa04gr O� •�: ; r , CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr.com fax 978-372-3960 RECEIVED June 17, 2013 FJUN 117 ZO13 LHEALTHIDEPARTIMENT N OF NORTH ANDOVER Ms. Susan Sawyer Public Health Director North Andover Health Dept. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for Lot 16-7 Saracusa Way (Map 61, Lot 16-7) Dear Ms. Sawyer: We have revised the plan to address your 6/12/2013 comments. To facilitate the review of this information we have reproduced your comments, and our responses follow each comment in blue italics. Please reference the Lake Cochichewick watershed in the notes on sheet 2(NA 3.2). (Note 16 on Sheet 2 has been revised accordingly.) 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.) Please depict the percolation tests on the site plan (310 CMR 15.220(4)(i)). (The Perc Test locations have been added to the Site Plan on Sheet 1.) �/4. 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.) 5. 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.) 6. Please provide a note that indicates the D-Box outlets shall be at the same elevation and set level for the first two feet of CMR 310 length 1 . g ( 5 232(3)(c)). (The required note is included below the Profile on.Sheet 1. No revision is necessary) 7. TP-33 is missing the observed water elevation. A copy of the Board of Health representative's field notes are enclosed for reference. (The soil log for TP 33 has been revised to include the missing data.) 8. Please provide a swale on the eastern property line to direct runoff from the leach field away from the adjacent property(310 CMR 15.255(2)). The proposed grading extends to within 5 feet of the property line. (Trench 2 has been moved approximately 3 feet to the northeast and Trench 3 has been moved approximately 6 feet to the northeast so that the proposed grading now ends approximately 10 feet from the lot line. A swale has been indicated upgradient of the lot line.) 3 ' r June 17,2013 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, Christiansen & Sergi, Inc. Philip G. Christiansen s • Page 2 ` 9 � 54''f�11.ED76y6 • North Andover Health Department (ommunity Development Division June 18, 2013 Green& Company 11 Lafayette Road North Hampton,NH 03862 RE: Re: Subsurface Sewage Disposal System Plan for Lot 16-7 Saracusa Way Salem (Map 61,Lot 16-7) Dear Applicant, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by the Christiansen& Sergi, Inc. dated May 7, 2013, and revised June 17, 2013. The design has been approved for use in the new construction of a new 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. 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)). 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 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 Lot-1 6-7 Saracusa Way June 18, 2013 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. Sinc ly, S'san Y. Sa er, HS/RS Public He ' Director cc: Phil Christiansen,PE file encl: Licensed 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 ` River-. - consulting Civil Engineering b Environmental Permitting Municipal Environmental Health Consulting TO: North Andover Health Department FROM: Daniel Ottenheimer, Mill River Consulting DATE: April 1, 2014 RE: Sand Harvesting for Soil Absorption System Installation at Stanton Woods Project It is understood that a sieve analysis was submitted with a collection date of November 14,2013 and an analysis date of November 15,2013 for a sample labeled "ON SITE BORROW—STATION WOODS". The analysis was performed by S.W.Cole Engineering. It is further understood this testing report was submitted to the North Andover Health Department with a request to use this data as justification for using material currently located at the Stanton Woods project for the sand material required to be placed beneath some of the soil absorption systems at the site. This request raises several currently unresolved concerns, notably: Sample results—It is not clear who took this sample,whether Station Woods is the same location as Stanton Woods, if this is one of a number of samples or the only one collected,if this is a grab or composite sample,and where at the site this was collected from Regulatory compliance—While the results of this individual sample demonstrate compliance with Title S sand requirements it is not clear how continued compliance will be achieved and documented. In addition,some of the soil absorption systems proposed for this subdivision contain a special sand requirement and it has not been made clear if this material meets that standard Construction oversight—It is not clear if the designer has already,or the health department will be able to in the future view the location(s)of the sand material proposed to be used as fill, how sampling and screening will occur, and what level of oversight will occur to assure consistent quality sand is excavated and used beneath the soil absorption systems Suggested approach: It should be noted that this request to use on site material as sand fill is not a typical construction practice so the burden is on the proponent to assure regulatory compliance. The concept is certainly one which can be achieved provided proper controls are correctly planned and implemented. -_Sargent Street, Gloucester, Massachusetts 01930-27,15 Telephone 978-282-0014 O Fax 978-282-1318 in>vOo?,nillriverconsuiting,cor,i 4 www rniliriverconsulting.corn i l If the site contractor wishes to pursue this option further,the designer of the septic systems at this project would need to be involved. The designer,or someone working in consultation with the designer and installer, should develop an action plan for consideration by the Health Department. This plan would include the proposed methodology for screening,sampling and oversight,and should provide specific standards for involvement of the designer or other entity working in conjunction with the designer. Soil mapping plans of the site would be useful information to consider as well. Upon submission,the Health Department could review this and decide if the proposed methodology for control of the sand quality being proposed is adequate. i i i i i I North Andover Health Department (ommunity Development Division November 4, 2014 New Homeowner 30 Stanton Way North Andover, MA 01845 Re: Your new home and your 4-bedroom septic system 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 case you intend on finishing additional spaces, which are currently designated as "unfinished space", in your home. 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 8-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 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 (1) additional room could be finished for use. This assumes you did not finish more than the plans originally identified. If you have one over the approved number, a violation to MA DEP code g Y Y g PP 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 8-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 39Stanton 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 , RE /RS Public Health Di ector Encl. "Caring for your Septic System: A Reference Guide for Homeowners" 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 .f Energy and Environmental Affairs tF 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 _ r Water Resources (Conventional Septic System,Innovative/Altemative(I/A)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, • degrade the environment,especially lakes,streams and groundwater, .. reduce the value of your property, A to Z Quick Links G° 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. 1> 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 over the drainfield, slow draining toilets or drains, sewage odors. 7. 7T �dii. pit Inspection(pump aii�p ^ i ads` ':ri.: �:::�i.••' ::%a`;'.` Tee Inlzt s uraga :rix. ei r o:e: r r:t...,;, it• Outlzt:treated enters from hsoe ivastervater goes to distribution �'�•�� bcx amd dran field �' VVasfzvratzr �`,, Sludg: 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,learn its location,and tum 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: NONDEGRADABLE& 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 drainfieid,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? 0 Yes 0 No Send Feedback 02014 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 cid Dear code omcan These are p,,d,,,gned ham.plans,destined to bring good Wall Tyoes design es:nand rammer nine nadinamrn oto people at ch ledveed Innate H/a��rKBVs2xfi orf,�atlHarbor Rose Interior II 2z4 mod std unless noted otherwise iraditonnd factor homeplanstl'sdaimalll-hiledulty whsplit ere responsibility between us(ANonl and the owner,We nmurge i +yy2, --4''`'`" the future homeowners to use a quality bu War who can assist turn with N s They are responsible for thermal antl mo sW m O 2x wood studs on the flat i he alit know.We are res E 'f} d direr,ad for ,,Ung codn in ways that a quay builder 5. that 2x3 woad at wall.16'oc a i .r thatig.for N rigs bulkier aro 1,10 O Wrectly laid to the uredesign anther that a ©2x6 wood stud wall,16"oc r`Tquality leu Wer muWnY ,orality fgure out on trio i own-speu(cagy the ldlowing IRC T +"t€�dt�' : ' + ,'h Zoog mtle,epaan, z tk]}flt !�r s '•' Note.2x4 wood stud wall 16'oc unless otherwise noted Y 7 - - {T 1-Room s z.s(Section R304) k t{-a7rt ( s; f� rT yy Y �._.• i. .0 'rs 2-Ce ling Melght(Section R305) Key Notes ,.fj., .,>Itt 31 'r .47irF:S:k4i 4>.7 u:Y._.-./. - _r�:u�k• 3-Fleur spare&ceing height at Toilet,Bath and Shower Spaces (Section R307) .... 4-Haltwa dths(Section R311.6 30"x 22•M mmum Attic Access 5-Door y e&sizes Section R 11.2 6-Floor space n front of doms(Section R311 3) A Panel-Insulated(RO 34'x 26•) types ( ) Fele locale far plumbing or mechanical L-LJL-i 7-Stair width-The stairs in our designs will be a minimum of 36• 00 wWe measurd wag surface to wag surface allowing compliance vnth 8311.7.1 wth nstallation of coned handrail. AvVerify size of fixture or appliance e-Ste Tway heatlrmm(Section R311]2) Adjust dimensions to accommodate :i. 11, 9-Star beads and r sera(Sector R311.7.4) 10-Landings for sta mays(Section R311.7.5) Snug-..or or Window trim will be snug ;'_j ,I; 11-Em,r....y Escape Window S-,(Section R3 10.1 1, and may need to be tut down 1; R310.1.2,R310.1.3 and R310.1.e).Casement windows may A Center,-Place door or window centered require manufacturers emergency escape window hardware.Will wall also comply with NFPA 101. 12-Structural Floor Framing(Sea,,R502.3)Where dimensional ADouble Stud ar structural mull-adapt to lumber is shown framing members wig be eaed according W this D it has, widow brand. j section a/the mite.Where engineeretl wed pr.ucts are shown, Object is to have some'bite'for curtain rj 4 Z those framing members wig be size accortling W Ne hardware antl exterior aesthetics. ! anufacturer's tables for loatls antl spans,v saes wall have been -1,lasing using manufacturers published materials properties. Smoke Detector 26'-0" ! !38'-0" 13-Sae structural sheets for additional notes. 4'-0" O The builder can and should add information to this set.such as Carban-....id...Is.., 8'4' 4'-0' 10'-0' 1 3•-8' ( Rescheck,a hand markup of our generic thermal and-muse I i f section,additional Informed-ab,W do,,and windows(such as fiInformed- orating,tempering,etc),fountlatbn tlrops relafive to sloe gaud mg,and sometimes their chosen method of basement egress. Dimensions W 70 @ 88.25' W70 @ 80.25' These drawings are not intended to be used without that addilksal a Dimensions are to face of stud,u,d,ss noted otherwise. i information. ry Closets are 24'clear inside,unless dimensioned otherwise. M CIOs Window head 14'-0 I Where a mnsbucbon address Is shown on the drawings It is for 7'-6'x fi'-0" v (frame)off sub-floor copyright control only.We have not nspadd the s le,adapted ,Square Footaaes 45 sq k ry i o, _ I the tles g to state specific laws(except where m says s,in Ne it,"g,)orate or region specific dlmete conditions. 1. Sq it numbers are Intoner to room for use in calculating Homeowner and/or Budder shall be responsible for thermal and finishes. i m gees,materials&,I,,,and cemplanc.Win n r w °i 2. Cabinets and(udures not subtracted. 54i" 2E 1/2 M Bdrm _ -- PPsl�re control shale ry 3. Add for doorways when floor finishes run through. 4 17'-1"x 14'-5• m 1 ( a I d.laws antl ortl norms us with Un f -01-1668 248 sq it m@ --.? Deck f- I N update ourfdmwngs and dlstandard nhas,11,address specife can ic do {I 13-11"x11-11• 7{ mnesms es drawings diction,where our clients will be �� v 165 sq fl -' �� m Peca jurisdiction,4 I building again. 1-Exterior walls 2x6 wood stud @ 16'oc.Provide M Bath I 3 - i - 1 Dear Ev gain. . e sulatmn&vapor ban er conforming to state or local codes. Id T-6•x 11 -1' I _ - Interiorsheathngl/2"gypsum board.Provide l/2 esmnnir m S7 sgft I f .,.11 -„ 1. � I See Cross Seetlon For Wall Heights beim m.aed,aa+agaa sopyryni r..m eP.mee iaa doge ao.:wnloe pnlynio- rat.sheathing,houso wrap with drainage plane and siding. Qt Sp -- 7,mama Inoue,nmm A.mve�ra.eye le ar.m a eomwm.Tnu a e ua.m. v Provide slepflash'ng at walls adjacent to roof planes m 7 i -- } - Post Dimensions mBUm.as do.au.t.due..lba..mslod'�ry•so.pi ea-1-mea�to,mm o n 2-Interior wag,2,4 mod stud 16•oc,unless note. 3 d'-01/z' 6'-0' I _j _. I Ixxa.9 wb•ww'u buadW✓want re,pmswlU.n @ 24'-0' 4'-01/4' S 73/4 5-8'. 8'-9' 5'-11' 14'-0" othervnse. ` ... 1 .e, .n•,,.��..n ,.,,�.... m a 11-2 1Y2'. 6'-1 1/2' T-1' 6'•11' Ag amv bas associated wain construction at the listed address. h rat for rafter saes.Provide 5/8' -Pricing o at other discussions,w with tonin c male officials for 3-Roo(-sees uclu .12.6068 - 9 ne preliminary g r exterior rated roofd valleys, 1577 intim fell,ice 8 water ro _D09-3P68.( - _ e e - -- ---- construction at other addresses,with prior notification bAdfon shield at eaves and valleys aluminum tlnp enol and I i I Wi W15 @84.75' Hame Plans-just use[h C t t form on the web site 0}Ip;/( asphalt shingles or metal roofing Structure not calculated Conform to all code requeemenls including but ---------- wexartormhnis an... 1. art r5. to supped slate or tile.Flash all penetrations.Provide not Ilm ted to: I l ^"' \ n cricket at any added chimneys. At kitchens,cenfim window I Not In.: 1-Provide gypsum board at walls and/or ceilings MUd - Application for any permits or other approvals for construction of 4-Provide root and/or ceilingTalion code. Provide location,center window on sink Trimmed o t on door ni s ower man the listed address,Including but not limited insulation per per mite for separation of garage from Irving 25 s ft tonings are no trope a g • soffit and ridge vents where required for insulation strategy. areas. Number of Hsem may vary wish 6 q Note:Where doors are rel I and always double check schedule,and sizes are 4 to mnstrucfin,zoning,censervation,or design review. (Verify with code officer-dosed cell spray foam or dense- Garage slab elevation-Conform ' dimensioned.common sense 8 i clearance to selected backspl,,h approximate.Adjust to fit Trim and/ -Madiah ll of the basic tlesign. k cellulose installed at rafters and fillip d d eaves D11-0068' pec g ridge an 2-Provide fire rated and/or self dosing doors per to all code requirements graphic placement govem. _ or balance trim with exposed wall. Use of mese drawings ouhud,Ines.parameters is a violation of generally conVaintliwtes venting,batt insulation always ode for separation of garage from living areas. Closet :q requires venting). Garage tvi federal copyright law,punishable by bath civil action and criminal 9 10 sq fl co Optional Island 1 Ifs also treating enabling theft which doesn't 3-Protect duct and other penetrations per code 23'-6'x 2"' � GI^I^9 L__-____' h prosecutor. g or ena g 5-Provide smoke detectors where shown,where required for separation of garage from living areas. 11'$"z 14'-4' ( FSInIiy suddenly became less bad),'t because it's'intellectual properly. by wits and where requiretl by local authorities. 610 sq ft SD IS sq fl - 13'-6"x 17'-0' 4 Making changes even signifiranl changes,does not change this. 229 s k (tlJ _ Under cepyrignt law,mat's"tl.valive works".You still usetl our Dry' always on right q ch wvM,and we sfiU spent significant time preparing it,quite possibly 6-Provide fire resistive materials where required by code, I I j 6 in the wee hours when everybody also was sleeping] tripling but not limited to,y-110 n chi in penetrations,1/2" tq (or construction only ar. L-� Kitchen 3 drywall on walls and 5/8"drywag on ceilings to separate - �'r 1 I 11'-9'z 14'4• I garage(where garage present in design)from dwelling,and 4 tti•7$ rifer Woods,North Andover,MA 5'4' We Inn provide drawings suitable far use In obtaining design or b or for Green&Company Ld 168 sq ft ping approvals without inmrring the expense of a WII set of separation of dwellings(where more than one dwelling y P y ry I _ I I t� present in design),and protection of flammable insulation 35 sq it e ' t -reduction dowing,.Contact u,for more infonatian. We materials. -_ 4 H .r 7- onfirm bottom of window opening relative to frame. D07-2868 �I C" ng break line- Adjust head heights as required to conform to IRC 2009 -- - - ------- -- -- ---- - '- --- -- - -—5274 l ■ -'-5 74 ---- - --- changes from V Trimmed Open ng w/Half Wal o' R612.2,or pr approved gut sloped provide code a d res. to d to flat Q- 8-Compliance with code requirements for rooms sae and gm Down 3a/gnment/2 PSL posy 6x6 Post ---- -- Ali face of stud w/face of I -alignment over t below 1 W 15(Zit.84.75" -° clearenon w(hallway widths,mom sizes,trap)assume 1/2' - foundation @Garage side supercedes dimensions " d 1l on walla and l2'd Dari 3/4'stra m v a4.75- drywall drywall strapping on ( ' c ceilings.Adjust as required g materials differ. c _ --- I --- 16 EE---- / �V Dark square indicates ) qua b 29 fl 3 F--a A m � F l 1 Poae In wan $ � 7•-r s•-1 r `0 9-Some windows must be installed with a head height $ c STAIRS: 3'-5• 6'-1' n greater or lesser than the standard 80'or 82 1/2"to provide "Z E qua]Risers e 7 h,a a- y clearance at kitchen counters,to meet code sill hat ht or to o 8 P 12 Treads @ 10"each,e5 - 9 Living Division between Kit,Dine clear mots.Whore a 84"head heI ht Is called for. o o"3 measured nose to nose D03-246 3 a \� pprou, g g 'x 144" &Liv is arbitrary.Sae GC in 2210 header tight to double top plate,freme window m 1 LandIn I p7g sq ry for Flooring quantities. `n m RO tight to header. -_- m- m$ __ _ �_- _-- _ _-�- _ -_ _ _ _-- _ _ - _ —$ _�-_ _ _ -T_ _ - 10-Shear law called out where Continuous Portal Frame to a N t Shear requiretl al far left and far right of I EDsgry ( I Posl Dimensions ` (Jct NOTE ro Hweeowwe8: 4 will not suffice.Sae Section R602.10.4(Pages 173-179)of c o Garage front wall-See Shear Sheet i w Toes.romwrnonwp]ana ARE nota pan dyour °� r `m the IRC 2009. 4 iJ c I m n I 1 3 concorado wllh your bead.,,unity roar Pds ` ` Ia9reem.al peau,but duy.u.ra.r Pds we ire .13-9080 D13-9080 •d 1z j Gs�``o anaauo.nn(4xe Ire buiuws sp.oe®inns or a raww W01@113.25' W01@113.25- Up V indicates Verify,eof �S •�v set d uta d.an)d. Chu,what you and your bums Y I Y ( appliance or fixture and adjust uo agm.d he buude.wvudbead caryou.weherenArs.- framingaosuit Symbol typical Op Ham.nlana da not nave ane aumonry to abli9ata your Of 0-3068 iQeo - buib.r m provide ycu vnm assn-rite nreplaces and tuba.Th.pentad b—h you and your bulk., mr p W09 @84.]5" � V govem.. ro3 f� 74' 4$1/2' 2'-71/2' 1 _70-3" _103 3 First Floor Plan- 11 lan t _ 3 m n �,..° �..�. .�.. Porth 1O __ 202 sq it _.-f '- "" Solid 6z6 PT NP @ Porch Col n t -__ j ,. __ 5 level f decorative Your use of these drawings consttums an acceptance of ars ry � ;-_�_ responsbltyaso ne on the first ^ t rill. . d n'o Code Officer' rc 'm page of the drawings,and on our web site _ iI nttp:l/'wmv.arl(anhameplans.mudnaydnLphp II you have an tions,please feel free to N 24'-0' i 30'-0' 14'-0' scope,as listed nine frstrpage.We Inn also often provide tactus.We are happy to clarity masers that fall within our LL i affordable sir H for issues that are bili h 68'-0' ppo your responsibility,such 5 { energy design/talcs,or additional detailing. aAft 15 25 4 2AII Artform4Homee Plans 0209fi-3013d Wey Weeon ee]A31.9559 Harbor Rose 16-7 Stunts, n woods o North Antimer,MA E Pdmc® i C nsWdion x 1 Q A P z', .�. RECEIVED i 1L ` 3 K1� JUN 17 2013 A LTH T NOF NORTH ANDOVEp ` •+aza CALCULATI S ASISSORS REFERENCE: ` _ JH DEPARTMENT MAP e,.LOT,s� HAVERHILL < q _ CONVENTIO , V//Y d +L wwG s � - �/' ZONING DISTRICT:R2 � Locus TTRj <JLONGXJMIGEXwdncRKE SIN SmEY 90 R. \ /' LEACIwcENCNEs. uRa .ao n. T BOXFORD \ STONE-12 m1 .11 EAaiNGAREA REOUNEO $ ,aNa xno,NALL og ;LG AREA TF, n R ' aav®oeoX unEr,Ku.n _ •,�' �z \` ,za.m \ ,r - sNORTH TM OF TRENCNEss mohoEc 1 D ANDOVER OFrRENaESPR-Eo LE G E Ro oEo as GE ssP'!GT.GN iJ j - �_--- LOCUS MAP ,aoocAt \ ANR \ 'ro I t—*''L•>•..' Ews i LOT 16-6 „e cRcsNEGST E \ .. � .r{Altftit-... `. `• ,---- --- - - --- CONVENTIONAL SYSTEM PROOF PLAN Q E 111TS OFl NL sx I L IOO scuE,. \ •! _ NOEsz s`x"E"GZI csEE -�-------- 7,A I I a ,t: INS a� _g-'`� ••� ��� /s �. a/ � _ s g �'' �? a.ao oso ALES PROFILE(TRENCH 1) ` x\ '� IC su= - s. ` w ® A Y ' G '�� �° \\`� ' FORA R.RaGNGFTxEFlRST, . GF xER��LE a---- AL s ff? 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RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMENTS, ORDERS OF CONDITIONS,ETC.)THIS DRAWING SHALL NOT BE USED CLIENT: GREEN & COMPANY AB VE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED ABOVE,I INC.F RTHWITTHE WRITTEN PERMISSION OF CHRIRIGHTE N 8 SERGI INC.FURTHERMORE THIS DRAWING IS HE COPYRIGHTED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY USE ISLOCATION: NORTH ANDOVER,MA. NOAUTHORIZED RESPONSIBILITY FOR HEIUNAUHORIIZEDUSE OFTHISITAKES DRAWING OR ANY INFORMATION CONTAINED HEREON. DATE:1/30/14 SCALE: 1"=100' C137 PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRIS TIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 D WG.N O.: 12007.001.012