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Miscellaneous - 42 STANTON WAY 4/30/2018 (2)
�a AVl(`id0o / 3r" pc I O M p�L�. • i SSACMUSE� PUBLIC 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: Po/-f Pro (Print Name) c Located at: Lcrl 16 —�j J at r�t ,& a (y (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on 611 �� 'with a design flow of 410 gallons per day. The materials used were in conformance with those specified on the I 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 Reftesentative(Signature) 6 Ajy la 0 Co ti,,J amu. And—Print Name RECEIVED Final Construction Inspection Date: Engineer Representative(Signat re) JLL ", 4 2014 TOWN OF NORTH ANDOVER And—Print Name HEALTH DEPARTMENT Installer- (Signature) Date: 7// I l T And—Print Name Enginer: ignature) Date: 1?.4cGlP And—Print Name 1600 Osgood Street North Andover Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com i � S�q'IL'F,D'76g6` PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF ' COMPLIANCE As of: 7/17/2014 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair and Construction of an On-Site Sewage Disposal System By: Matthew Manning At: 42 Stanton Way Map 61 Lot 121 /i--North Andover, MA 01845 lichele uance o is eeQlicate shall not be construed as a guarantee that the system will function satisfactorily. Gran v Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Town of North Andover — Septic Sy*m - AS-BUILT CHECKLIST 1) v/ All changes to the design plan have been reflected on the as-built 2) Xis of suitable scale; (one inch= 40 feet or fewer for plot plans and one inch = 20 or fewer for details of system components) 3) Ve, Lot number,Street Name,Assessors Map and Parcel Number 4) ✓' Lot Lines and Location of Dwellings served by the system 5) Locations,Elevations and Dimensions of system,including reserve (if applicable) 6) Ties to dwelling or Permanent Structure&Wells - /: a. From Septic Tank&Distribution (D) Box b.From Leach Area 7) Ties to Lot Lines from leach area 8) / Locations of Deep Holes&Peres 9) -Top of Foundation Elevation 10) Locations of Wells,Drains,Watercourses within 150 feet of system 11) / Location of water,gas,electric lines,cable 12) I/"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 c w,e'� 15) v,,l' Impervious Areas;Driveways,etc 16) A/North Arrow 17) Y 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 the wall- was or was not.constructed in accordance with the intended design and any manufacturer's specif cations." Signature of Designer Date As of:Friday,April 29,2011 r •�AA3tip'?+i`q`i North Andover Health Department Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES ADDRESS: 42 Stanton Way MAP: LOT: Lot 6 INSTALLER: Matthew Manning DESIGNER: Christiansen & Sergi Inc. PLAN DATE: 4/29/13 (revised 6/14/13) BOH APPROVAL DATE ON PLAN: 6/18/13 INSPECTIONS TANK INSPECTION: 6/18/14 DATE OF BED BOTTOM INSPECTION: 6/18/14 DATE OF FINAL CONSTRUCTION INSPECTION: 6/23/14 DATE OF FINAL GRADE INSPECTION:7/1/14 ADDITIONAL INSPECTIONS or SOIL COLLECTIONS:. Type. Sand Sieve Analysis Date:: 5/16/2014 Failure Type:, Date Ly_pe' Date SITE CONDITIONS NA Contractor reports any changes to design plan NA 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 NA Cleanouts per plan ® Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction Z 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 outlet access port ® Neoprene boots on inlet & outlet Comments: 1/3 of hold had only 3 to 4" of stone. Shea was still setting the tank so we pulled the tank and scraped the stone off. Depend the hold. Pulled out some sand. Leveled ground. Packed. Replaced stone and packed DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box NA 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 NA 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) *See Note Elevations of laterals and chambers installed as on. approved plan NA Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: House to hold 17', 40'6"x20', 54'x24 with overdig *Lateral 1 (high trench) invert elevation is 0.16' lower than approved *Lateral 2 (low trench) invert elevation is 0.11' lower than approved i SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 10 ® Number of rows (trenches): 2 Comments: Total Chambers = 20 Title 5 sand used for the installation NOT sand from on site. Sieve analysis of sand fill from manufacturer should be requested. FINAL GRADE X Loamed X Seeded X Cover per plan Comments: DOCUMENTS NEEDED Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer As-Built Plan BM = 118.59 HR = 9.43 HI = 128.02 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 3.29 124.38 124.17 Septic Tank IN 3.52 124.15 123.95 Septic Tank OUT 3.76 123.91 123.70 Distribution Box IN 4.28 123.39 123.50 Distribution Box OUT 4.45 123.22 123.33 Lateral 1 TOP 4.54 Lateral 1 INVERT 123.13 123.29 Lateral 2 TOP 7.15 Lateral 2 INVERT 120.52 120.63 Top of Chamber Bottom of Bed/Chamber, 5.81 / 8.45 122.21 / 119.57 122.33 / 119.67 *Lateral 1 (high trench) invert elevation is 0.16' lower than approved *Lateral 2 (low trench) invert elevation is 0.11' lower than approved 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 10' ® 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 Commonwealth of Massachusetts ----------------------- Map-Block-Lot BOARD OF HEALTH Permit No BHP-2014-0489 North Andover ------------- --------- FEE $250.00 DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Matthew Manning ----------------------- ---------------------------------------------------------- to(Construct)an Individual Sewage Disposal System. atNo 42 Stanton Way -- ----------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP-2014-048 Dated Q ---- -______ F -:_ Printed On:Mar-31-2014 ------------------BOARD OA�L;TH� °RTS Application for Septic Disposal System TODAY' DATE . - -Construction Permit - TOWN OF �, , ;,•�"; $250.00—Full Repair 3asA�H�S� ORTH ANDOVER, MA 01845 $125.00-Component Important: ApplicatioDds 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 use the return key. A. Facility Information L6A- 16 6 Socac o. Address or Lot# /(J p c=t11,\ /4 City/Town 2.-*TYPE OF SEPTIC SYSTEM*: ❑ Pump JTGravity(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. ❑ Pressure Distribution S.A.S. (No D-Box)(Attach Draft Maintenance,Agreement) ❑ Pressure Dosed (D-Box Present)S.A.S. RECEWED 2. Owner Information MAR 31 2014 G. M- Z & -rgws+ Name 1 UVV V u1-1%�N i n Aivi.ruvei- j 7 9 o HEALTH DEPARTMENT Address(if different from bove) Mockk-, ���ova C MA Of Y11 ST City/Town State Zip Code Telephone Number 3. Installer Information Mc AA xcw ManKop�, Name Name of Company 10 Address [ City/Town stale Zip Code 603 -4Z (- 'SS w6 TeNephone f4umber(Cell Phone#if possible please) 4. Designer Information Nzt-�O 6-. Name Name of Company Address City/Town State Zip Code 47B D73 - o-� <o Teleph a Nu er(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 Application for Septic Disposal System �•'�°°�. Construction Permit - TOWN OF TODAY'S DATE ORTH ANDOVER, MA 01845 �'by'S'a:,..o•';��ii $250.00-Full Repair S,cNuse $125.00-Component PAGE 2 OF 2 A. Facility Information continued.... 5. Type of Building:QfResidential 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. ++Ix2�, Min n 3h l 1 y N me Date Application Approved By: (Board of Health Representative) Name Date Application Disapproved for the following reasons: For Office Use Only: 1. Fee Attached? YesIZ No 2. Project Manager Obligation Form Attached? Yes No 3. Pump Svstem? If so,Attach copv ofElectrical Permit Yes No 4. Foundation As-Built?(new construction ronly): Yest�-_ � No (Same scale as approved plan) 5. Floor Plans?(new construction only): YeV No 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: _ H3, S�6_ n_�nn 4'A)C,4Z CA 01 6) (Address of septic system) For plans by Engineer) Relative to the application of /'1/1 :� \ , _j M c,�n n,o (Installer's name) And dated /,a q h, x1g1n ate Dated yL'�,,Z� � / I�i � o ay s ate 6 With revisions dated (Last revised dat ) 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 Rdor 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 Imanager,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 (1'� 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: healthdep @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. A Undersigned Licensed Septic Installer: l i/g,a + (Today's Date) (Name—Print) >aifle—Signe • S��TtiEB'��� . North Andover Health Department Community Development Division June 10, 2013 6110 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-6 Saracusa Way (Map 61,Lot 16-6) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated April 29, 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. 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. 3. Please depict the percolation tests on the site plan(3 10 CMR 15.220(4)(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. 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-14 is missing the depths and colors of the soil layers. 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 S�,TTL�n rbc • North Andover Health Department Community Development Division June 10, 2013 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 16-6 Saracusa Way (Map 61,Lot 16-6) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated April 29, 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. 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. 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-14 is missing the depths and colors of the soil layers. 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 western 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, S/s�amn . wyer, 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 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 RECEtD June 17, 2013 JUN 17 2oli Ms. Susan Sawyer TOWN OF NORTH ANDOven Public Health Director - HBALTW aEPARTMENT North Andover Health Dept. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for Lot 16-6 Saracusa Way (Map 61, Lot 16-6) Dear Ms. Sawyer: We have revised the plan to address your 6/10/2013 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.) 2.j 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.) 3. 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 v 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.) 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 length (310 CMR 15.232(3)(c)). (The required note is included below the Profile on Sheet 1. No revision is necessary) 7. TP-14 is missing the depths and colors of the soil layers. (The soil log for TP 14 has been revised to include the missing data.) 8. Please provide a Swale on the western 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 6 feet to the north to provide the grading change necessary to accommodate the swale along the lot line.) I i 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 t • Page 2 S�tt�b l� • By NqMW 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 16-6 Saracusa Way Salem (Map 61, Lot 16-6) 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 April 29, 2013, and revised June 14, 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 j 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 16-6 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. Sincere , us awy r, RE /RS Pu lic Heal . 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 Mo c o n s u I t i ng - Civil Engineering * 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 5 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. 6"-:Sargent Street, Gloucester, Massachusetts 01930-27-19 elep o e 978-282-0014 ♦ Fax 978-28 318 Info:.f'@millriverconsulting.com O www.rnillriverconsulting.c Mt a 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 r i k I { I I � S�TTL'EDiy�c North Andover Health Department Community Development Division June 9, 2014 Philip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Sand Sieve Analysis for Lot 16-6 Stanton Way (Map 61, Lot 16-6) 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 166. 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 25.4%. The allowable requirement is 0%-20%. 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. Sincerel usa Y. Sawy , RE Public Healt it or 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 i Agriculture and Lands6ape)�'rogram UMass 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 I € TEXTURAL ANALYSIS RESULTS Customer Name: Mill River Consulting North Andover Bolt 6 Sargent St Gloucester, MA 01930 I E Sample ID: TX140527-2 Customer Designation: Lot 166 t I USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve # g Sand 0.05-2.0 99.4 K Silt 0.002-0.05 0.6 t Clay < 0.002 0.0 { Total < 2.0 100.0 a 3 i.. 2.00 #10 99.9 Sand Fractions Size (mm) Percent 1.00 #18 99.8 } 0.50 #35 96.3 1 Very Coarse 1.0-2.0 0.1 0.300 #50 79.4 Coarse 0.5-1.0 3.5 0.25 #60 63.7 I Medium 0.25-0.5 32.6 0.15 #100 25.4 ; Fine 0.10-0.25 53.0 0.10 #140 10.8 Very Fine 0.05-0.10 10.2 0.075 #200 2.5 0.05 #270 0.6 99.4 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 0.6 Medium 0.005-0.02 0.0 1 Fine 0.002-0.005 0.0 . 0.6 L. l USDA Textural Class = fine sand Gravel Content = 0.1°s E COMMENTS: irowe@millriverconsulting.com i. { E r I 1 I I 1... UMass 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. I r 6/4/2014 Mass Extension —Center for Agriculture Soil and Plant Tissue Testing Laboratory West Experiment Station 682 North Pleasant Street Amherst, MA 01003 Phone: (413) 545-2311 email: soiltest@umass.edu website: http://soiltest.umass.edu/ I i I Particle Size Distribution Curve f 100 #4 #10 #18 #35 #60 #140 #270 0.02mm 0.005mm 0.002mm 90 c 80 ca 70 c 60— LL c 50 j U � a 40- 30 20 10 0 100 10 1 0.1 0.01 0.001 i Particle Diameter(mm) I t. Prepared For: Mill River Consulting t North Andover BOH f 6 Sargent St Gloucester, MA 01930 j Lab Number: TX140527-2 Sample ID: Lot 166r i f t I 1 s i 4 E I f qq I r t Soil and Plant Tissue Testing Laboratory ry ss West Experiment station 682 North Pleasant Street University of Massachusetts Extension Amherst,MA 01003 Phone: (413)545-2311 e-mail:soittest@psis.umass.edu CENTER FOR AGRICULTURE website:http://www.umass.edu/soiltest/ USE THIS FORM FOR PARTICLE SIZE ANALYSIS Name: No r+k) AnoLo vle*- 60H Telephone No:t?-7 Z Sr 2 01 Lfx 9 041 Business Name: Nit D. E-mail address: Street Address: Method of receiving results "It US Mail (Choose one or include$2 fee for City,State,and Zipe &4e both) E mail 0 LAS# Sample ID Standard Test Title V Sand Include graph Fee, (Leave blank) (You create this) ($70.00) ($10.90) (10.00) L o T ❑ El Office Use Only Order Total$ Received Rue Check# T011 Cash I 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 or USDA textural classification by combined Hydrometer Analysis of silts and clay and dry by the sample.Soil physical appearance,color,slope, 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.10,18,35,60,140, 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 oSands:$10nd.for new collect at least 10 to 15 subsamples from random spots within Soil texture for determination f Title V Sand the defined area, septic construction.Includes determination of USDA Next,break up 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 grams of your sample will 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 I payable to UMass. •.S�q�1ED j6g6 • North Andover Health Department (ommunity Development Division November 4, 2014 New Homeowner 42 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 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 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 y 42 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, lam://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. Sincerel �Su n Sawy , Public Health Director 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 Energy and Environmental Affairs 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 .r Water Resources (Conventional Septic System,Innovative/Aftemative(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. ��7-'' 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, ' u reduce the value of your property, A to Z Quick Links !k 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 over the drainfield, slow draining toilets or drains, sewage odors. ie'�iar'�5�rslii►�Il�r ', Inspecfion(purnp Out)pads`' •:�•r=•r: ,. .... r Tea ��► (nstht'rge -C S:ua454'7` s.� c r+_f: �tra�t..e.•d enters romwse WaStZ'vz '. s to diltdtrution _ rts.n.� 4vdSi2Yld12r • •••..ice 1 �..!�.asp. c• sludge f 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 pennit.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/altemative(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 property 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 ®2014 Commonwealth of Massachusetts. EEA Site Policies Contact EEA About EEA Mass.Gov®is a registered service mads of the Commonwealth of Massachusetts. http://www.mass.gov/eea/agencies/massdep/water/wastewater/caring-for-septic-system-ref... 11/4/2014 Wall TypesCop m� E,Wnorwalls2x6woodstud � y 5 � A VInterior walls 2,4 wood said,unless noted otherwise evsWall KV Darftnouffi Classic O2x ax studs on the flat J O2x3 word!stud wall,16'oc (l V ©2x6 wood stud wail 16'oc - ell v Note:2z4 wootl stud wall,16'oc unless otherwise noted O V � v �/��/��y Key Notes 'V � A6�,��' ore 4 30'z 22'M'n mum Attic Amoss V .rtV`,� V/ /� �;`l V Field torero for plumbing or mechanical Verify size of fzture.,appliance Adjust dimers onsd acmmwill1, Q ` II I�®II' 'ILII II I! L S Snug-Door or Window do- Cent, o unit be snug 'IIIIII�IIIIII��R4JJ.A� y� Ly---114JJl�llllll 111 J�LI.JI LI and may need to be cut tlown Center Place door orwndow centered __ ...... C On Wall NOTE TOHOMEONMER: This-r:eaucll p ARE NOT apart of your Deck Double Stud or structural mull adapt to 'o toy build M yo --- 134 sq ft D Sutchose,windm brand. P85 g e pec( N Bey Y PBS M ObjeIxra IYk Bw boner w4 its to have some"bile-for curtain hand are an (/8 f m nim w:a yo your de ur - Verdy Sizeand location of Deck bin hardwd exterior aesths9c5. 1� e gra xi the brae nbunfor yo Ws Mie or AM H Placode Cha Bw ulh.I[yb� \ b ob-g= bine P.wdeyo cath .. ./ SD smoke Detector . = — freplecesaMcpawin The tolled between you and y.v Wider a.verre CO Carbon Monoxde Detector 50-0' I .. i6-0:. 1s•-0' d 2-0' 7 } 2•-0• ANorme Dimensions 5243' - l __. 18'3• ( ) N rgeN int nwrw.w,.ersmuse Dimensions are toface OfsWtl unless not ulherwi 4 210'0' trio q Iryblddwhaama cen sit man with N'.They respwsibIS for a�2, 7'7' 5'-101/4• 5'-3' 9'-113/4' r�� .036068 O S'r9' 4 8'-6' \-4'-0• m IoM lu —ions dfa rg-in.nways tiara Closets are 24'clear inside,unless tl mensionetl Otherwise. 0. ___ ®� q:erry lilt Wer should know Weare responsible for things Nat ere d,�,,•- --- directly related W Ne design amllor Nat a quality bu Square Footaaes D04-2868 j Cordorm to all code requirements,including 04 @ 86.75' YV03 Q 86.75' 3 Q Q @ ! �S. I W04 @ 92 75' W04 @ 92.75' reasarabry figureout w me'v cam-spedf ny me following RC 2009 V' t but not limited to: t 1 i O I odd.- 1. Me s�Mims: 1. Sq%numbers are interior to room for use in calculating "------i pt o --- °'" - Q for Green tr&'Company finishes. I 1-Provide gypsum board at walls and/or ry. t 1-Roam sizes(Semon 8304) 2. Cabinets and fixtures not subtracted. l ceilings per code for separation of garage from 35 sq% Lay __ I At Idlchens,allays double check 2:Ceding Height(Section R305) 3. Add for doorways when floor finishes run through. m I living areas. :a 5'-2'x B'-8' clearance to selecletl backspiash, 3-Flow space H coling height at Toilet Both ell Snowar Spaces N CeGin breakline- 36 sq fir con%ym cabinet placement all 9 // (Section 8307) than from SI d to flat— 2-Provide fire rated and/or self closing doors 2'-7'y. enter window n slNc 90s ape 'III, Notes N m per code for separation of garage from living D05-286 __ I o a� 5-Door types B Sin.(Setlian1R3111 Z) I D be by Kt Dine a l m areas �. Kitchen � 6 Floor apace In front of doors(Sech.n 83113) 1 Exterior ,It,2,5 wood stud @16"oc Provide �i. -.I..d ... - _ _._ ..._" _._..__ ___.._."... .Ent .. g�v..y.v .__ _."._.._...._1010 _.f._ OPO nal Island .. .28'-0"tthi3'-0' BL arbbry Sea GC._.. 11. .-.. .--.- -_-....--_ _--_._" _______ __ .._- .. 4]i ]Star will, The cWren our decgnswll be a minimum of 36'wide insulation 8 vapor barter conforming to slate or local codes l o 1 coo for odd and ofh pr bti p 6 6" ry m w o w I 3B1s % "for Booting quanites. _. measured wall Sudaco to wan soda=all.win roe u o er INenor sheathing 1/2"gypsum board Provide 112"exterior l separation garage from living - 8-1 ii 57ft11' G- U I 811]lwth-111th.,of correct handral, mplence with ' e q g= 3 rated aheaN'n house wrap with drainage lane and Sidi n. areas. 9 9 PP 9 I n o _ I 8 Sia Tway neadr°°m jSect°n 831112) Provide rte flash n I walls adjacent to root lanes o 01-2468 Tr mored o t door schedule, 9 Star beads end naers Section 8311 74 P g a l P and.lies area 1 p p ( ) 7 7 penings are no an 6"O tional Ste DOv41 2 Interior walls 20 wood stud i6"ac,tint¢..noted -2-2 3-81/4 pprowmate Adjust to fit trim it Vndicates Verify size of 10-Landngs far sta nways(Becton 83111.5) a @ 11 Einer enc Esca e W nd.w Sizes section R310.1.1 R310.1.2 otherwise. E and/or balance exposed wall appliance or fixture all ad ust V a y p ( quire m 8310.1.3 and 8310.1.4).Casement wintl.wa may re ...4." $ ...------.�..._ ...._...... .............._.._ ._............ nsi ns a ming to suit Symbol typical _ 4 mandamrers emergency e,.ape window hardware.Will also compy 0 0 " e l ....... ... .._ ..._.... __ Po Dime 'o 3-Roof-see structural for rafter sizes.Prov tle 5/e '� y Dark square mincers.Post in Wall cu4i with NFPA 101 aster or rated roof sheathng 15#roofing felt,ce 8 water `v -- --- -I 1 ft-1 1 3/4" 9'43 12" 13-1' 16'-2 3/4' 'a n 12 Sbucturel Flan Fremwg(Sect on 8502 31 Where dunensbnal shmild al eaves antl valleys aluminum drip edge and 'q SbPe garage floor per code Consult code _ -_ - (0 lumbw s shown hzrrong members call be.zed nodiding 10 this asphalt shingles as metal roofing Structure nolcalalated offlperfaraddibonaltbor Mg hr req 1010' 1010"' 6 -- ----- --U06.5068=- -- � -�H80__ __ - coq section of the able Where en ed wall Muds are shown la su rt slate or tile.Flash all bat ons Provide ppo Pene g requirements _ Nose ham rg coombs 0 ba tr =.Nine the ma 0-tr ors cricket al any added th mneys is Number of risers may vary with Down l D06-5068 '� 2, tables car bads and pa wiu hay.been wlal.b.g using 4 Garage slab elevation ConforRl /lint ---I- /- - --1- &iT manNadurers publ M1 d I pmpedles - 4-Provide roof and/or coling nsulaton per toile. Provide �o to all Code requlremenis f Family 13 Seecwnval sneeta rw atld tonal nates soffit and hogs vents where required for insulation strategy. = 15'-5'x 23'-0' Ven with mile Officer-closed cells a foam or dense- '° o 3 12'z 31/Y PSL Post Or 6d, -alignment (Verify pry O1 STAIRS: a ion 356 sq/l The bolder con and snould add inlarmaton to this set,still as ad,cellulose installed or rather,antl fillip ridg,and eaves 14 Equal Risers @ 7 5/8'H- 3'-6:12" er post below supercedes dim ns P 9 9 12'0'Cele Height ry Rasdieck,a M1aM marku /our Nermel aria moisture section, generally cmtratindicetes venting,halt insulation always 3 ❑ Garage 13 Treads @ 10'each,as p oIv n9 g m p° Benedc requires venting). v 23'-6'x 25'-0' 'v measuretl nose lo nose U 'I tem 625 sq% additional inf=matbn about doors and wmtlows(suds as fire sting. founda te 5-Provide smoke detectors whom shown,whet uiretl SD CO I ssai.miss Neh dr°san meNM of Msionandege-These drawings by code and what,required by local authorities,,req m w I 6 LiV!ng�.)Study I 16112. 60 -3_ cwtlmendadWbe used witn.ut mat aeditiorelinfomadon. 12' 15'-4' 'k 2'-712' J r k. 1'4i 12 Where a=nsbuction address is sM1wm on Ne tledngs,it ls for 6-Provitle fire resistive materials where required by toile, ------ 1 sq% j open to 1'E 12" ..pyngm obnb.l only.We nave not inspected the site.adapted Ne inclutling but not limited to,fireslopping at penetrations,1/2' WO4 @.712.75• Align face of stud'with' �� ^ ahave� Dtnl,lig I W04 @ 9275' W04 @ 92.75• design m state specific laws(except where it says so in Be tlewingc) drywall on walls and 518'drywall on ceilings to separate face of found bon at 1 12'-2•x1115'-4' r Site or region spedfic dinars conditions.Honeawner ni/ar Builder garage(where garage present in design)from dwelling,and Note:Where doors are m 186 sq% shall m responsible fur Kamal and moisture=nbol strategies, separation of dwellings(where more than one dwelling Lt garegis side dimensioned..anon Sense 8 Slopedlowwall follows I'n of ail t t (Flammable nsulalion W04@112.75' W04@112.75• graphic placement govern. angle of stairs. 3'E"— 8'-6' —4'-0' matedalstlw ms and mmpllanca with apps cable laws antlordinances. presen gn) n pro ec ono - p matenal9 ib'-0" 16-0" Pleas,do feel hes W call us won any questions We can and do 7-Confirm bottom OfwindOwo terve to frame. 'I i opal dmwtngs and Stood-notes to address smal,iincemr opening j �4'-113/4' 6'-6" 4'E i/4" �Wndowheadlframe) 1/-Lu.of Troy C I'g m First Floor Plan ep fly in jun,dicti.nswhere.urdienis will be building again Adjust head heights as required to conform to IRC 2009 x 16'-0" off ell,oor Typcal Foyer �w R612.2,or provide mile approved guards. ',. 4 approv 9u 711 s SD CO - 1 0 1 2 3 4 30'-0" o q r O O _ Dear Evervbodv. W04 @ 86.75' Will @ 86 75' : W04 @ 86.75" W04 @ 86 75" 8-Compliance vnih toile requ cements for rooms size and / �, Y wings=copyoghtl els granted f. single `S >.-, cleaersems(hallway widths,roomsizes,etc)assume 1/2" ''I -,.,_ -_-_ __ W th these dra i=ns r a drywall on walls and 112"drywall on 314"strapping on 1 If • to ewdctand easy:not ncwEe x ucense to Modify.ye ceps Lq�ad ce ngs Adjust as required f materials differ. �� Z 3'-6 12" _6 3 31 12" D07 @ 80.25" 3'<i l2"�6-xi' 3 1/2' $ conform to buildingd fulfill you Iderslowners res Gilles. - - ....-_ �. _.-. -.. _ - tois eon pons 9-Same windows must be installed with a head height greater or lesser than the standard 80"or 82 12'to provide - Perml-blob vans of Nom arawlnac: 5'-0" T 5'-0" clearance at ktol,-counters,to meet code sill height or k -Nl xiMdes ass=abed with tom-ton atm,le-sod- clearro�fs.Whet,= 84'head height i4 called for, 10'0" Pricing um dis-score wfN z.N n.-ter PProz 9 82'-0' Ing ogre m n9wtoes° _ install 2x 10 header tight to double top plate,frame window orovuctl°nmoll:er d ea,wnnpror rotHkatl°na-w—Home Plan-ort tae aro be Co-t foim.n tle web s - RO tight to header. I MW:IAYwx.aMormfnmeplaa c.mlmNanaSw ,c 10-Shear is only called out where Continuous Ponal Frame will not suffice.See Section R602.10A(Pages 173-179)of -Application for ponds fwcaremcmn st airypa apwovale E the IRC 2009. propedles odor Nm Ne used adorers,i=Mbg bbl rot Mnhee W O �ommxaon rowg,c° eesgn resew. sotlfllratbn.f Bw tale design�ar L7 Use.1 Nese d-,b tP.d ai.Bain parameters k a vb4don of federd 3 c.polts law,Piv6M1able by both owl aca.n atl cembw presecubn.IYs also Nadlog or emtlbg Bart w1:cn d.-M audde.become less bad So DOOR SCHEDULE pat before-los-bW-tuor pepedy.Mang otwges.soon dgrdkwv OGED do-.Y..son used ov work cad we sol spent sgMkaM tlme U NDUUMBER QTY FLOOR 24fi8RIN WIDTH HEIGHT TYPE COMMENTS lenges,aces rotchaii mm.tadercopyxt.-,Nary-aerNa9re D02 1 12868E EX 32" BDHINGED pupamg4,dub,posamly b Ne was lava when everybody ens was Door 8 Window Notes D03 1 1 2868 L IN 32' 60' HINGED D04 i 1 2868R E% 32' 80HINGED W—p—dsleeping: ' raw:gssunobnformelnooded dOS g gnorzonng U _ D05 1 1 2868R IN 32' 80" HINGED apprwau—Yx-vow eeereeofafunsatofcomtuctbn 1.Rated Doors:Provide fire rated and/or sell-dosing doors where required by local codes or local authorities D06 2 / 50681N 60' 80" DOUBLE HINGED rant�s�csoNad is for more lro-ssd°n Heb N to allow reasor:abie table c.rls,Lst rot bare vw. -Sin, E 2.Trimmed Openings:Trimmed openings not shown on schedule.See Plan. DOB 1 7 54681N 64 D07 1 1 5368 63 114• 80" DOUB80 EE HINGED H...t.A.nr.r.. . a 3.Window Tempering:Provide tempered windows where required by local codes or local authorities. - 009 1 1 fi068LEX 72" 80' SLIDER Tem lump provided here far movethence.Windom have not been reviewed for tem 010 2 1 907fi R 108• 90" GARAGE Tempering a. provi poring D11 1 2 2066 LIN 24" 80" HINGED requirements. 012 1 2 2468 L IN 28" 80" HINGED Your use of Nese drawings constitutes an acceptance of 013 1 2 2468 R IN 28- 80" HINGED responsibility as outlined In'Dear Code Officer•on the first 4.Window RO's:114"or 12"oneach of 4 sides allowed for window RO's,typical.Review framing size vs RO D14 1 2 2768RIN 301/2" 80" HINGED page of Nese drawings,and on our website: size.Adjust per manufacturer's requirements and/or builder preference. D15 3 2 2868 L IN 32" 80' HINGED htlp:/AurvtartformlwmepLab-commne_print.php Q S.Egmss Windows:Provide m'irdmum one door or windowmeetlng egress requirements in basement,In 016 3 2 2868RIN 32' 80' HINGED % have any concerns or questions, Ueach sleeping room,in each potental sleeping room,and other locations required local code,in sizes D18 1 2 3068 R 36' BD' 2 DR.SIFOLD u please feel Free to Wire by D19 2 2 5068 60' 80" 4DR.BIFOLD contact us.We on happy bra tgdariy matterscan so fall enprvour required by local code.Note that casement windows coded by manufacturer as meeting IRC 2006,gess D19 1 2 6068 72' 80' 4 OR.BIFOLD scope,as listed on the first page.We can also.Keri provide requirements typically need to be ordered with Specific hardware.Emergency Escape Widow Sizes(Section affordable support for issues that are your responsibility,such R310A.1.R310.1.2,R310.1.3 and R310.1.4).Will also comply with IN FPA 101. WINDOW SCHEDULE energy design/calks,or additional detailing. t 6.Basement Wlndowa:Add basement willows as required to meet state or local code requirements, NUMBER QTY WIDTH HEIGHT RIO EGRESS TEMPERED DESCRIPTION CODE MANUFACTURER COMMENTS Intludir tit Wi tUnited th dbas and GghVventiWtion. W01 2 191/2 611/2 20'X62' DOUBLE HUNG BF RICH , W02 1 231/2 23 1/2' 24'X24' VES AWNING GREEN B CO TVP BF RICH ,�°a+• Artform Home Plans U 7.Skylights:Skylights are not shown on this schedWe,but my be required.Consult bWlileranNor see floor W03 1 4 1/2" 4412 44•X45• DBL CASEMENT-LHURHR GREEN B CO TYP BF RICH dao tEs'+�r<, W1 16 36' 611/2' 3612X62• DOUBLEHUNG GREEN BCO TYP BF RICH o AFHP Decgna.1.124 Pan' W05 7 36' 61 12' 36 12X62' VES DOUBLE HUNG GREEN&CO TVP BF RICH ] i e 2m3 WeM wettw 603.431.9559 N t A m 8.Minlmumwindow sill height:IRC 2006 all later requires Nei upper floor wiMowsits be 24'from floor. W07 1 72 67 12 72 1/YX68' 3X OH CUSTOM f Dartmouth Classic Where 60"high windows are used,instal with Wrdow heads@841/2"or more, W09 7 631/16' 5312" 639/16'X54' VES 2X DH BF RICH f o•T� �,o p Wit 2 721/8' 6112' 725/8•X62- VES 2X DM GREEN BCOTYP BF RICH erre a LOT IAilr7ok Etle•t-m urea road olro:wse rPnN®1:t muco i«: PoF uabm d.:toaaou.aa:w by Act Cmsrmdim d 4� VW Wall Tvoes /(1 Ezteror walls 2x6 otl stuck c wo Interior wells 2x4 wood stud unless noted otherwise t r Y ouch Classi c s _ Wall Keys I O 2x wood studs on the flatr� '4 6 $ V z O 213 wood stud wall,i6" O .� .:. _ .... 6 2x6 wood stud wall,16" Nota:2x4 wood stud well,ifi'o[unless otherwise noted O JJJ Key Notes 30"x 22"Minimum Attic Access fk Panel-Insulated(RO 34"x 26") Feld locete far plumbing w mechanical S4 V ize of filum or appliance nr, Adjust di mens ons to accommodate Verify sL � ® INS -- Snug-Door or Window trim will be snug Q and may need to be cut down t ... .. .. Center Place door or window centered -_ C On wall NOTE TOHOME-0ved- - A Double Stud ar structural mull adapt to ouno-h. pa your NOT pe t n _ 34 sq aw.Nedoa N Ina sma 1De h Asuit[hasenwinaowbrand Pas 9 erre pec inattM .Y Pse Object s to have some•b te"for curtain a_e Hre ( pea Verify Size and local f Deck ... hartlwere and e,teror a esthetics 8 afN gid ciW wh w Myow \) _ \) ' W'Ide gra dile -He MWH W- here ♦ .. .. /�Y ... tY -� PM Ho eo W tle NW ry y) - o blxowae merNie.ike SD Smoke Detector — mare maim The awpiren Wtween n. 3 _ _- 5 Dear Coda Officer. and Yww biB.r gowrrs. pre gna P gna 99 gna. Carbon Mo Ad.Detector I 50_F1 i6-0' 16'-0' These are bled gSeonPo�P lana aw. e N bringgood d hsiw CQ - --. _ [onsbudion d,M le t m f M.bg 2'-W 7-1^,----'�-2'-0^ me mamas than traa'1 rcnl t .where baa tbnal'nterner 1 ,plansdsdalm po b'ITry,we split responsb rybetween us Dimensions SZ-8-1I 1 .. 18'-3' (AMorm)and Vmeawner.Weenwurge Nefuturehomeownerstousea D mens - 5 Hefty bulder who can assist Nem Wth Nis They are responsible for ons are to tale of stud,unless noted atherw se -4'-0" 1 20'-0' 7'17' 5'-101/4' S'-3'- _ 9'-113/4' ��� DO%068; a _,.5'19' 8'E' 4'-0' thermal moisture decisions;and for meeting[oiling nways theta cbselsareza•aearmswe,unlessamensonedotherwase. f Q va�, l C ... o� raconso-uctiononN��' C --- qua ity bufiaer.rould krww We are re.prs file for Nmgs Nat a, mi Square FOOtaO@S Conform to all md¢e (S,Indudn ; yk S. 1 dhod,blwfihthi ro Ne tl,the,am-ar ibatf-IlyVa quality bdlaewng IRC D04-2868 quremen g 04 86.75" W03 86.75 W04 a92.75' W04@92.75' eazonablyfigure out on Nelr own spadtkally Ne blowing lRc 2909 i -v- but not meed to: � b O O 1 toes cellons 1. Sq ft numbers are hirer or to room for use n calculating 1 T-- 1-Provide board al walls and/w pill, _ for Green&Company finishes. _ gypsum 35 e ft 1 Room sixes(section R3.) 2. Cabinets and fixtures not subtracted ceilings per code for separation of garage from q1 LaV Al kitchens,always double check - - -- - -- -- 2 CeiJI Hegrt(Sedwn R305) 3. Add for doorways when floor fin,hes run Through m living areas 1 ro 5'-2'x 8'-B' cle once to selected heckspbsh, ry 3 Fbct space a ceiling he l at Toilet.Bath ane Sh-r Spaces W 36 ft f b t placement 11 Ceflin break line - yI sq placemen than ran sloped to flat (Section R3r) Notes a 1 2 Provide fire rated andlor self closing doors T-7' center nd ,roc 9 We () 6 Hamva wilis.(S ikin 83116) y per code for separation of garage from Irving DOS-286 ..., _ 5 Dow types 8 iixez(Section R3112) w m areas « Kitchen D between Kit D fi Floorspace In front of doors(Sect on R311.3) 1 Exterior walls 2x6 woad stutlQ l6°oc Provide -- -. h --I_.d_ -._.. ... -_. .I e�io. rg Ophonal Island -, 28'-0' 13'-0' 6L arbtrry.S GC _ _ _ ,(',, ] Stair w4atn The stairs in our was gna vial beamnmum ol36'wiee insulation 8 vapor barrier conform ng to state or lout codes. O 1 1 3-Protect duct and other penetrations per Entry' vry O N 1 /or flbbrin9 9uanbhes I1 3 - measuretl wag..dace N wad..dace allowfn Interior sheathing 112"gypsum board Provide l2"-anon code for separation of garage from lNing H 8 164 57fl1 I' 4i-,o U o i 301 sq h 0.311 71 wi1M1 msmallabon of mmact nanemil.g compliance tutu rated sheathing,house wrap whir drainage plane and s d ng. F areas. 9 i a Siaimey head,-(Section R311.].2) Provide slap flashing at walls adjacent to roof planes. P 1 01-246 Thirsted Openings are act ndoor schedule, 6"Optional Step Down 9-Stair fieatls and dsers(Secdon R311.T.4) 7'7"�k-2'-2' T-81/4" antl sizes are approximate.Adjust to fit him l l Vindicates Verify size of 19-Landings for uaimaye(Section R311.7.5) 2-Interior walls 2x4 wood stud @ 16"or,unless noted and/or balance trim with exposed wall. ppliance or flidum and adjust V 1,_Emem...em6eaPe Wiiwow Sin,( b-8310.1 u,R310.1.2, Othervise w -4-J R and R310.1,A Casement windows may O - - l raining to suit.Symbol typical 3-Roof-see stmdurl for after sizes Provide 5/8• tr �Po Dimensions + v henry esrape sun also comply Dark squa ndl[at a POs( Wall { with NFPA 191. sheathing1S#mofin tell ice 8water - -- _ - w� exterior avesoanvalle 9 10173/4' 9'$12'— 131. i6'-23/4' 12-SNicurel Floor Fromm Sedian R502]Where tlknenzwiMl v o 0 `" "- , g( ) m; O shield at eaves and valleys aluminum tlnp etlge antl SbPe garage tbor per code.Censure code _ __ O lumbar,,town.amus members will ce sized a.....m this asphalt shingles or metal roofing Structure not calculated offger for additional floor he'ht ui "--"" """ 6 - ---- =-006-5068=- --- -X860__ - __ - ------- ----- - - m v� section al the code Where en dwme otluds are shovm, l to su rt slate or tile.Flash all re remenLs - "' "" "" "" _ _ gneere or up penetrations.Provide g 1 l g q p C j o Nose his member.wll li-in aacivaing to the manufacturers nickel at any added ch mneys w Number of risers may vary with m D06 5068 B tables far bags antl spans or sizes wad have been wlwladng using `qm 1 j Garage slabelevafien-Conform �1 - Y- -- -�- - OF 2"- manNatime,published materials properties 4-Provide roof and/or ceilingmsulation per code. Provide 1 c to all co de requirements m I Family 13-Sea abudwals is fw.didonal notes. (vffit and ridge vents where required far insulation sVotegy. ` 15'Fax ily erify with code off er-dosed cell spray foam w dense- oro' i STAIRS: _ I over'z 312'PSL Post,or 6'x6'alignment 356 sq it Th.buiaw cen antl anautl atle information m this set.,udi as pack,cellulose installed al rafters and filling rage and eaves a o 14 Equal RisersQ 75/8'+/- 3'-6:12" past below pail de dimensions 12'0'Celling Height Rezcreck.ehaM mamkup at our preheat thermal antl moisture secdan, rt� conha-indicates mining, insulation always s I i Garage 13 Trestle 10"each,as i \A N generally 9 Ys w a qu res writing). y 23'-6'x 25'-0' measuretl nose to nose oda Oonal'nformatwn about door.antl tl ( ch fire refng @ tampering etc)tountladon tlrape naiad t t( d g,and 625 3 fl 50 DO : $ srvnehmes th.r chosen method of bas reg .Th se tlrewngs 5 Provitle smoke defectors where shown where required m ! q O O are n don _ _ __ _ ___. _ ,-__ - - ,�_, of intended to be usetl wliM.l/rat tlw'iW'b by code and where requ neck by local authonbes - ( 6 Living I Study s o 12'-01.15'1• 'k 2'-712' 1'E 1/2Where a conviction address's shown N d 'gs,It u for 6-Provide fire res,five materials where required by code, -- J ( lab ssq ft open to 1'-6 12' ' caprgM centiol any we have,not Nspectad the s M adoptee the including but not l'mdetl to,frestopp ng at panetrafions 1/2" WIN Q�11275" Align face of stud with above, Dining W04 @ 92.75' W04 @ 92,75" des'gn N dale specific laws(except where t rays so n Nw reeving,) drywall on walls and 518"drywall once rigs to separate face of foundation at Note'W here doo 12'2"X15'-4" or site or reg on spedfic climate cane t ons,Homeowner anNor Builder garage(where garage present in design)from mating,and Ll side nvro I 106 sq fl shall W respons file/or thermal antl mo stun control sbaleplea ti f dwellings where more than one dwelling garage dimensioned,co n sense& loped low wall follows _ separation gs( 9 -6'10 3/4, -7'1 1/4" tenelz dmaes end complunce with spa bla laws and wtl nances. present n design),an tl protection of flammable insulation I` W04 @ 11x.75" W04 @ 11x.75" I graphic placement govern [jp angle of std rs ( J'-6'-� B'-0" —4'-0' materials. 14'-0' ( 16'-0' -- ` Please do fail hew b.11 u.with any questions.We can anal do pas 7-Confirm bottom of windowo let,,,to name. ! d'- I First Floor Plan _d.flur tlrevnrg.and zt e,our ae,s it the ainrem., pining re 113/d' 6'-6'�4'-6 l4' Window head(frame) -line of Tray Ceiling epedaAy in juriseicdana where our,Fent,will ore builmng again. Adjust head heights as required to conform la IRC 2009 i6'-0" off subfloor,Typical Foyer R612.2.or provide code approved guards 4 1p y O O - - 30'-0" < sr 60 co 0 1 z a 4 Dear Everybody, 8 Compliance coir code requ r...his for roams size and 1 W04 @ 86.75" W04 @ 86.75" W04 @ 86.75" m W04 @ 86.75" to to tl fin cle es, dim drywall on dymom sizes,snapping assume 1/2' I/ 8r _ J'-41.2'x_63' 3<12'ry_ _ __D f were rawsnot inhoe.Uoensi,o waftedunusal worpingl drywall on walls and 1/2•drywall on 3/4•iffier. an 1 - \ 1 onBu a en a tlaez not'ncWm a Uc�ense m sb yyencept ucei�eG ceilings.Adjust as required f materials diger. < <2 :6 _ 07 @ BO 25' 3'�12^ fi�' 3'-0 12'_ - .6 5> m wnform to b.lathe cedw ar/u1fi11 bwndwrslovmars rasvons of e,. 9-Some windows must be installed with a head height v 13'-0'— greater or lesser than the standard 80"or 82 12"to provide clearance at kitchen counters,to meet carie sill hei ht or to 5'-0" 5'-0' ;� Perdrl seabb uses of thea°drawln do 9 wines azswlat.wM combucibn at Vw(mea.are::. m ckear roofs.Where a 84'heatl height is called!for, 10'-0" ,Pk th; pprox g B2'-0' hgwpre Vmary alcciaslore tNN mmN or ottklahfor _ ins1a112x10 header fight to double top plate,(2mw wintlow cwadudlonaom°r addresses.wnhprlwmdfeatbn m AMwm Home RO tight to header. ire Plats- tmeNwtomacIfivas ntlwwsbeile- NN:/M wfirrmlant.itans.com/coHact.- U 10-Shear is only called out where Continuous Portal Frame —1—hoed: will not suffice,See Section R602.10.4(Pages 173-179)of -Applkatbn for on,permits or other approvals for corbmctlon at E the IRC 2009. propewesaVwrVw Ne seNe aearese,inth,figbutmwt WnnwaN retncdon wring,, rvaaon.or tlesgn rvW O -Modification of the bink tlesgn y+ ',3> -pools taw,purbhable by both CMIacWn and ctintrWl�secfulonr It, aHo.ieadmg or erafillro Ven,—eoasm..deny become less bee Jus Q DOOR SCHEDULE ceorw'. it....sealavwM,antl,,.pAMNrlfkz'd.r igmlcam U DUMBER QTY FLOOR SIZ6EE WIDTH HHOEIGHT HTYPE INGED COMMENTS gore.noes rot clwge Nh.Undercopylgmlaw.Nate•dwrNalrve D02 1 1 2860E EX 32' 80' HINGED preparing n.gdo poo-,Nant-hous-neetyfi.y.1s.- U Door&Window Notes D03 1 1 2868 L IN 32• BO' HINGED �eepingl 004 1 1 2868R EX 32' 80• HINGED canproNde drewbgs smmabk for usebobwNigaasgnormnbg D05 1 1 2868 RIN 32• 80' HINGED ePprov�H wlNod ocmmogdm e,pweed-11set-P-trrctbn 5 1,Rated Doors:Provide fire rated anc/or self-dosing doors where required by local codes or local authorities D06 2 1 50681N 60' 80" DOUBLE HINGED u,wV..coned.s for more ltawsouP,Wevant-lowreasowbl° g 141 it.1 s1 Necosb,jusi cot taus oM stolen. $ D08 1 1 5368 63114" 80" MULLED UNIT A. 2.Trimmed Openings:Trimmed openings rolshewnonschedule.See piton. D09 1 1 6468L 66' 80" DOUBLE HINGED t.tr rix O 3.Window Tempering:Provide tempered window,where required by local codes or tical authorities. - 009 1 1 6068 LEX 72' Bo' SLIDER Te Mm provided here far convenience.Windows have nmol been reviewed for to D10 2 1 2068R 108' 80' GARAGE Tempering co Pro tempering D11 1 2 2068 LIN 24' 80" HINGED requirements. D12 1 2 2468 LIN 28' 80" HINGED Your use of these tlrawirgs constitutes anacoepiance of D13 1 2 2468 RN 20" 80" HINGED esponsibifity as outlined in*Dear Code Officefon the first 4.Window RO's:1/4"or 12'oneachof4 sides allowed for window RO's,typical.Reviewfrandrgsizeve RO D14 1 2 2768 K 301/2" 80" HINGED page of these drawings,and on our web site: size.Adjust per manufacturers requirements and/or builder preference. 015 3 2 2868 L IN 32" 80" HINGED hep:/Msxv.arllarnJwmeplans.coMfine_priM.php U S.Egress Windows:Provide minimum ane door or windowmeetirg egress requirements in basement,in Dib 3 2 2868 RIN 32' BO' HINGED it have any U each sleeping room in each Potential sloe D17 1 2 3068't 36' 80' z-BIFOLD youconceras or questions,please feel free to po ping room,and other lowtiore required by tical code,In sizes Dib 2 2 5068 BIT 80' 4 DR.BIFOLD contact us.We are happy to clarify natters But fall within our required by local code.Note that cessment windows coded by manufacturer as meeting IRC 2006 egress D19 / 2 6068 72' 80' 4 DR.BIFOLD scope,as listed on the first page.We can also often provide requirements typicagy,need to be ordered with speck hardware.Emergency Escape Wlndaw Sizes(Secfion affordable support for Issues that are your responsibility,such R310.1.1,R310.1.2,R310.1.3 and R310.1.4).Will also comply with NFPA 101. WINDOW SCHEDULE nergy desigNcalcs,or oblational detailing. 6.9asement Windows:Add basemmentWndows as required to meelstate or local code requirements, NUMBER OTV WIDTH HEIGHT R/O EGRESS TEMPERED DESCRIPTION CODE MANUFACTURER COMMENTS including but not limited to egress and 6ghtNeni lalion. W01 2 19 112" 61 112" 20'X62" DOUBLE HUNG BF RIDH p W02 1 231/2' 231/2' 24^X24' YES AWNING GREEN itCOTYP BFRICH ArtfotTn Home Mans U 7.Skylights:Skylights are act shown on this schedule,but maybe required.Coreue builder and/or see floor W03 1 43 1/2' 4412' 44'X45' DBL CASEMENT-LHURHR GREEN 8 CO TVP BF RICH d wvr�, W04 16 36' 61 1/2' 36 12'X62' DOUBLE HUNG GREEN 8 CO TVP BF RIGH 4 o AFHP oesgn#58].124 fin' WOS 7 36 111/2' 3612"X12' VES DOUBLE HUNG GREEN BCOTYP BF RICH 1.. Y- _7�t ®2013 Wend Wenon 6 431.9set m S.Minimumwlrisill height:IRC 2006and later requires that upper floor window sills be24'from floor. W07 1 72" fi77/2" 72112'X68" 3X DH CUSTOM E Dartmouth Classic Where 60"high windows are used,install with window headsQ841/2"or more. W09 1 631/16" 531/2" 639/16"X54" VES 2X DH BFRICH Lo �„�e _ O Wil 2 72 1/8" 67 1/2' 72 5/8"X62' YES 2X OR GREEN B CO TVP BF RICH 1 I Awre) E w�iowaoli.o-an qA�m CmsWWco x° a Art form Architecture, Inc. 580 Greenland Rd, Portsmouth, NH 03801 603-431-9559 October 31, 2013 I RE: Lots 31 and 16-6 Stanton Way To whom it may concern, Please be advised that the plans dated October 9 for Lots 31 and 16-6 Stanton Way and originally submitted with a dry stamp were prepared under my direction. An additional wet stamped set is being provided for your records. So that construction is not delayed and your records are satisfied while those wet stamped plans are in transit, please accept this letter as verification that they were prepared by a licensed architect. We will be provided wet stamps on future submittals. Please feel free to call me with any questions. ,1,; Sincerely, Wendy W ton, Ile ' MA license#30167 : z . President, Art Form Architecture, Inc. Art form Architecture, Inc. 580 Greenland Rd,Portsmouth, NH 03801 603-431-9559 October 31, 2013 i i RE: Lots 31 and 16-6 Stanton Way To whom it may concern, Please be advised that the plans dated October 9 for Lots 31 and 16-6 Stanton Way and originally submitted with a dry stamp were prepared under my direction. An additional wet stamped set is being provided for your records. So that construction is not delayed and your records are satisfied while those wet stamped plans are in transit, please accept this letter as verification that they were prepared by a licensed architect. We will be provided wet stamps on future submittals. Please feel free to call me with any questions. ... , h rctiab�' Sincerely, Nrtr z; .r Y 01 Wendy W ton, MA license#30167 President, Art Form Architecture, Inc. ��¢ �p �? ,r � Z > , aFN� REN o X60�EN� mPve e` }� `\ _ '-�. ' HAVERHILL >r Lgm— \\ +rim wv®smxr..,n,mLEr•,zus -0 ' `\'. ^ 11 BOXFORD "n'O." r,v®sEPTc rANxWnET=,v.Ta �C� ,s wLo"cx2wmEx1 TNEis 1 1 2 oP OF S "p Me �2lal, 1 ertfn'P'1 +z2 _ _ --"1`I �ti ` 1 2 / NORTH ANDOVER s\ itsa2 NFSERVE „ea ,,s.;r. it rtf/•, x� „fal !.r\\ roNo 1 OF--- rOM` LOCUS MAP F, F?\ SEE NO 2AlWE I \ 1 itft ASSESSORS REFERENCE: CONVENTIONAL SYSTEM PROOF PLAN MAP 61,LOT 166 rtaes A^ EE,L OF Mw E.� eso CALCULATIONS FOR CONVENTIONAL SYSTEM ZONING DISTRICT:R2 �, Ex,n�OJ PROFILE TRENCH Mx «owE N "*.OF lIFEC—�EKKES OO D 5.005iL RmF�oo—o� NAOE f EcuE,.z oEP�a•,eusFnoPmwE„ESPao�meu Fr N•,P,.PE..N..ao.>oFr. mno-eoxWn A-4 %1.1F FOR.MMn.oMOFmEF,RSTnvOFEEroP,NE1NLENOr". N anKO mENONNL NOrR " LExcNiROxR—Oeo e11F n n a o LR.NOFso - - m o L Mfrs or T a� LEaONNOONFMEENE \` CROSS-SECTION A-A i R(flltlt (1;v/ - tr ar:- s/fF�C{7rJF s Fli { y oN2oN u5 a E,-.m , LOT 31 tl!rr ELEVATIONS - euFW /,',� LOT 116-6 0 '' -- /y / .5 , t '✓FW rp'J I m'\/ /l 5 `` `\\\\ \ ARI. F. "1\ /y —OFF-ITSE-1—xT sEPnc rxNxavR /�P ' OF PmE AT 6BOx,raET asEo TE � roi.of PP-Ar oeox Weer ExcNw wv.AT Lc aumEN, ,nae 1, ' u eonoM OF LF„cNEw cwwEEN, ,n>, ;+ , , sysM N�.ArLEx�bNo�RxMeEN2 ,2eEl / .. � � IVE ns, $ xNOEN 25eT,. � ' /rte' \ EorTOMOPLExeR,"OONxMNEN2 s' / / / / m e t/ 1 SITE PLAN d ' AlVAT LOT I`fF ,�{ejem scuE.+ zE I 1� ;FFA{ 1 LOT 16-7 SEP,K A„R ;'�J \7• }.i-l:�• a\ SEPTIC SYSTEM DESIGN- PRHEET 1 ERF 2 FON RECEIVED SHEET10F2 ae(ivP.l LOT 16-6 SARACUSA WAY ER IN '- NORTH ANDOVER,MASS. wFiurNwmP 1 Fn w'�Eu.n+P.l —DE M�x io.W.,wc. __30__ a+vue,cIA—r r:G.M.Z.REALTY TRUST EEN&COMPANY JUN ! [013XT=M5 LEACHING AREA DETAIL 5 mECNWRO NeSOLTF.T.`X.O-N,xLEONRE.MxoE TELEP„oNE.�<aO.zBaE,s SULE '" TOWN OF NORTH ANDOVER SIGR.NNEOF�sa,.� PROFESSIONAL ENGINEERSSLANO I,INC. DACHR/ST/ANSEN 8 SERGI,/N . SOIL EVALUATION RESULTS GENERAL NOTES BE PYSTAL.EY. 2007 SOIL EVALUATION RESULTS 2010 SOIL EVALUATION RESULTS DESIGN PARAMETERS -IGR EYETEMS S ro *�1 IN s ca�LSr GF SELEcraN�TE a+L1PaRFn OI OR asrAHCEs MCMUTu swo uinns or rnFrtaEm aass[soF S sl DATE OF TESTS:DECEMBER 18,200] DATE OF TESTS:TEST PIT:4/142010,PERC TEST:]/142010 SOL EVALUATOR:THOMAS HECTOR SOIL EVALUATOR:BEN OSGOOD 5 IEVEESHALL eE PERFORM DTaIn REPRESENrnrIVF SAMPLE aFr[Flu.uPro 5 evvJElGHi oFU THE WITNESS:RANDY BURLEY,MILL RIVER CONSULTING WITNESS:ISAAC ROWE,MILL RIVER CONSULTING 5F TIE Flu SAMP.EPswGPUIG THE"si YE.S-H AAw—ES Musr OEMOISTRATE THAT THEME IMAATERIAL MEETS Test PIT 414 Test Pk#15 Test Pit#16 Test PN#32 sol aw sus, Enc«"He FOuovnvc sveaFxATIDHs THAT-1L Bee, PASS Be— S...Elev.120.6 SUIfam.lay. 128.1 S.R Elk,114.3 Surface El.,121.0 LFwcHe�G ARrA R.—REO eases +E SRS 0.11' A tOYR3/3 SL 0-6' A 1DYR]A SL 0-T' A 10YR SL 0-6' A 10VR32 SL ib sFJLv Be 11-3]' B to"W LS 8->3' B 10YRW LS 7-26' B t0YR5/8 LS 6-3T 81 t6YR5/6 LS .>mm o-As 33-86' C 2.EY6/4 F.S 33-S4' C 2.SY WA FJMS M-SA' Ct 2.5YV4 M/FS 32-120' C 2.5"SIS MS HIGH wPActrvclwumER OD4eweG water. nom OMeweB WateL mm 5e-102 C2 2SYTJ3 MIPs *11 rvom �V�IREI ' No rsmmlllM`Ul' �FEE�Tu�reusLaiLvslrJ nJLEi a�REvcTw�ZYTOwTHE Ol,e—Se water: aMA�eE.40RPTbn BYBTEMTOTHEGEPTHOPHAl YOCCGRRWGPER—B Of,,—Waley: Nom l—NEE SAS IS OIL ABsarorroN sv5TEM51 ANp REPLacTn wlT«FU MArERML ESHWT®SET REDOX Ebv.115.9 ESHIM1'T®58'REDOX El-123.4 ESHWT@ 100'REDOX Eley.112.7 uEEnNC THE SPDIrICAn0«s Or Nor En AaovE. ESHW WREDOX EIev.110.6 A. AT THE EDGE OF THE EXw *1 ANOF I No reNsel�B4- CH GF THEE wv TION SHALL BE SCARIFlD AND REunv¢v DRV.FILL SHALL NOT BE Ne refusal @ 1or Perc Test 21&0 TP 32auMBERs m THE¢xU ,rHE exuvn'Tou swu ee oEwwni nFo ns rv� svnT TME ELEvnnoN of TwE Perc Test 14 TP 14 Perc 15(r3 TP 15 sEPT1c rwN uss0 Is,o aAua+ BonGM aF Depth of Pore Test 55' OepiM1 of Perc Test 60- Pere 16 9D TP 16 DePth of Perc Test 46' S A TYRS O YEAR sEPrK rAra FUMFwi suJEaAF IS RECOMAIEHOEO ro—LEAo—AREA CALCULATIONS Depth of Perc Test 56' Start Pre-soak: 12:09 ;TER THE SEPTI iwNSNALLeE OHEDULEbwG Jowrs srwt eEFusrouETRlc start Preepak 2:35 Sten Preapek 2:40 12- 1224 =AREA—RED. 0. EU TTPEJOrcJTs.AssBMety SHUL BE PERFORMDns PERMwuFncruRERs 1Y 2:50 12' 2:55 Steri Pre-soak 215 A-259a0are uo GPDJo.M CPwsF 5s55F svEaFlwiro«S B 9' 251 9' 2:58 or 6' 2:53 6' 2:50 T '-" Pere Raro:4Mlnu[es per eN31 •See SP/I.al Srnr•H IOFr WIC i. THE eNLMNe SEwER$IWleE.OH.,PVCPmE suBaoyNo80 evAMwIMUM Ore GPAVEL, Time 9'W 6': 2mM. Tlme 9'WB' 2min. T 2:42 —cED e. THERE ARE NO NNOVm YYELLS W(THM ta,FEET OF THEPROPOSED SYSTEM. P,IL Ret,:<2 minutes Per Inch P—Rate:Q minutes PBr Incl TMna T I,W 1 min. 1 sE m,GALLorJ•She HI — S. A I GIVE—She ORNED TERIAl TO BE USEG,—OF THE—OF THE Pen:Rata:Qminutes per I— wALTsts SHALL eE syeMlrn'o rO THE Bongo o<HEALTH YOn APmovAL PRIOR TO ANY PUCEMEHT OF TIL 10. THE FLLMATE--SHALL eE PUCFD IN I T MA[MUM COMPACiEn LATS 12 THE—BA SHALL BE CE—ED BY INFLTRATOR SYSTEMS MG 13. MAGNETIC TAPE TO BE APPLIED OVER ALL SYSTEM LOFWONENTS. 11 A IEHCHY—YYILL BE SET IN A LO-ION HEAR THE—F—ITY TO ANY—T— REMWEAeLE ENOLM 10. T«I9 LOT OGE9 NOT LIE w1THM THELwE COCHICHEwiLH wATERs«EO woiEtnw DISTRICT, !1 'LL, il" ti. r«ERF ARE_ wRIaH laprEETOr THEPROPOERG.Jmt SVSTEM. USE HOLE I TO ov.O—Be, --KE. e 0 I 4—PIRE CUTTO PR .-000PUHG(IHOtq DR INLET zP . CIRCLE _ TUF-TIIESEAL =0-TED POE GLTTE TT ROUGH+G O O 0 BOTTdA OFN i ORTOED THROUGH TPENCH TUF-TITS SEAL TOOA TO BELIFT OPEN LOOFOR EFFLUEM O Q O Pu< LEVEL MONITORING 16" TOP 0-«D) P`ArJN W.A SPACEADVETEES EFFLUENT MONITORING WELL 115 T M OP vIEw mLET �. w. ,u,TIt HOT TO -�-r� INN T LIUSS= �� � MIN — oA MULTIPORT END CAP 1 '® I� J Noi osrxE 5' GAS�� 5 sD SIDE NEW J- Jyll—yIIL ���i'D.c. NTI4,.•DW I'70- O O INFILTRATOR SYSTEMS SE—Y— •PER � � ,i - - � QUICK4 HIGH CAPACITY CHAMBER r AREA 1.TO TOP VIEW }'� 2 ESTAEUEr GErwmE HAVE EA. 2y HOT TO SCALE SLOPE.- SPECIFICATIONS: eACHFU MnrERML SPECIFlC:AXe PB: S SIDE VIEW OR R'L PER co+ER E�FORLM � u„wY DISTRIBUTION BOX a OHOUE n atooVE.awiseal—II—ERESIN USE SMEA CONCRETE PRODUCTS 6 UTLET 1420 DISTRIBUTION BOX. - Pv I 1500 GALLON SEPTIC TANK ITEM NO.B-60BH IG DEPTH PER DESIGN USE NO CONCRETEPRODUCTS . NST SEPTIC SYSTEM DESIGN ITEM NO.TK-M15005TANDARD 1 p SHEET 2 OF 2 NOTES. RTIDHTTHRa,cHMwyFALTyRE-BREaRw1TpNANp - LOT 16-6 SARACUSA WAY PRGFEssIDHAL E—GETI N I wAreRTOIRTHRGUGHMAMJF:LT=R S aFXT.A10TIawJ,Gwow`BARTwJTY. I PISTS11—BOA IS TO BE SET LEYEL ANI)THIS TO GRAGE ON 1w anRSEPARAIOH-� NORTH ANDOVER,MASS. oTNERw1sEABEowTE .wTNECRGUHp wmlAsa lHc«srGHE EASE Is G.M.Z.REALTY TRUST A GREENBCOMPANY MrvIMUM OOVE, jNIT as SETn,NG,HE SEPTIC iwN SHALL N..uEA ' PRGNDEDI P CR�„E-ET�LE"�'E THE DMTLEr WYDrTMnT BE TYPICAL CROSS SECTION NDRTH AIaGL-ER.MA,1e.3 e. LGNNEtTXIHBANDRmINGSHALL,BDESIGND QUICK-4 HIGH CAPACITY INFILTRATOR TRENCHES P11GOD REST oae4: COHsmyLTEDBOAS TOY—STwDw AHTX:IPATEDMWIMUM H.I,LOADIHG. •. w1n15TwDw2DLOADWG SIDHD AHO CaamIA:TEO SOA9 i0 PROFESSIONAL ENGINEERS a LAND SURVEY ORS e' eoXISTDHwECREATERTI.11.rGSORLDPER ED IF THEORTRIBUTION HOT TDBLALE Si CHR/ST/ANSEIV SERG Z. STANTON WAY 57.9' ., RECE.VED MAR 31 2014 TOWN OF NCR i H ANDOVER HEALTH DEPARTMENT co 0 N N 0 v Q O� LOT 6 meq. EX.FND. EL.=126.48 1 42.2' j H OF MA SS 46.8' ?� MICHAEL 9C' 0 J. N S GI 1 30.9' O N 3191 1yy2 q'Q a � St0 P qN0 SU El0 I CERTIFY THAT THE PRIMARY STRUCTURE SHOWN CONFORMS TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE LOCAL APPLCABLE ZONING BY-LAWS IN EFFECT FOUNDATION AS-BUILT (THISIC RTIF CATION DOES NOT CONSIDER EY OTHER CONSTRUCTED. RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMENTS, ORDERS OF CONDITIONS,ETC.)THIS DRAWING SHALL NOT BE USED BY THE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED ABOVE, XCEPT WITH THE WRITTEN PERMSEN CLIENT: GREEN & COMPANY &ERGS NC.FURTHERMORE HIS DRAWINGSIS THE COPYROF IGHTED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY UNAUTHORIZED USE IS PROHIBITED.CHRISTIMSEN&SERGI TAKES LOCATION: NORTH ANDOVER,MA. NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREON. DATE:12/8/13 SCALE: 1"=100' PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG.NO.: 12007.001.012