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HomeMy WebLinkAbout0246 CHUCKLES WAY - Health F246 chuckles Way 101- 132 Marstons Mills i t: /�� _ H'�� How P,c,GC I`e�isc� `,ivy � 3 �F�rMI -� �n�.,�r� .� r` �eolt'`oa�"� �' i ` - TOWN OF BARNSTABLE LOCATION WiV SEWAGE# VIL:-_AGE-,W, ,,�2 ASSESSOR'S MAP&PARCEL AV/—, 3� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYc' LEACHING FACILITY:(ty e)cV �(size) NO.OF BEDROOMS D S ( �t �CuO N 10 OWNER Q �2v CQr� W M t PERMIT DATE:�D Or COMPLIANCE DATE: O , Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet. Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feei of leaching facility). feet FURNISHED BY A-3 if 5 - T3-q '13 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for 3Mispo8ai 6pstem Construction i3Prmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot Noc�p_ (6 (iU Owner's Name,Address,and Tel.No. �—0�y Assessor's Map/Parcel ZA _,-, Installer's Nalne Address and jgj No. Designer's Name,Address,and Tel. 5' �/G/9/7/GC. 0 -6 1jG 3� ��-36.;2 Type of Building: p Dwelling No.of Bedrooms _:�5 Lot Size c J / sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title �T Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 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 and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' Date "4 Application Approved by Date . 6 Application Disapproved by Date for the following reasons Permit No. DO Date Issued ivmMAM:)f�•jRj'Ay �.7++""F'�'V .:.. - -, •r. ... ........o'y� No. Fee/ `�• � ✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpfication for Misposal *pstem (Construction Permit Application for a Permit to Construct( ) ' Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.4��/g Owner's Name,Address,and Tel. C/)1G,: /�S Gluey 7�i l� Assessor's Map/Parcel l lnstaller's Name,Address,and Tel.No. '��%raasr `7! Designer's Name,Address,and Tel.No. ,�f/�', i��l'J/ty %Join-T�,�c_` si/ r�rp ��/ Soi�i �ci��i c��s7 Type of Building: /�/� Dwelling No.of Bedrooms Lot Size ;_—�v� sq.ft. Garbage Grinder( ) Other Type of Building . S No.of Persons Showers( ) Cafeteria( ) Other Fixtures �/ J Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) a Date last inspected: Agreement: y , .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 Environmeriial Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign . l Date 0/ S O Application Approved b PP PP Y �� r � Date 1 6 Application Disapproved by Date for the following reasons Permit No. 00/ —' � �� Date Issued ei C THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by IZ,>7/ at ­9 /� //" ���' / 1714ZAas been constructed in accordance with theprovisions of Title 5 and the for Disposal Sys em Construction Permit No. �,? dated Installer Designer #bedrooms Approved design flow 330 gpd The issuance of this permit shall not be construed as a guarantee that the system wl-fun iqn as designed. Date 1 v f/ 5 Inspector � C/ _ I "( ' 0- v No?. (IprGi - 7L/�/ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Disposal *pstetn Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at �� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of th' -permit. I /� t Date {, / _� , Approved by Lin Town of Barnstable Regulatory Services Thomas F. Geiler,Director • MUWTest.E. MAMA, Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-362-4644 Fax: 503-790-6304 Installer& Designer Certification Form Date: 10124401 Sewage Permit# ��Assessor's ivlap\ParcelA/ Designer: �,rYen Meyc� � ` installer: Address: PO bok q D 1 Address: ep,ST S"bvVIGti A0 / Q o2,537 On/0 Z3!U �l was issued a permit to install a (date) (� /► �(installer)septic system at l� 11'Yl� es LAX based on a design drawn by Inn (address) (Al��^ Y v l y`�� v' dated � Z 2 D (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revisio %or certified as-built by designer to follow. 1� QF S N (Installer's Signature) � � No: 1140 6--�r NI TAR esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU Q: Health/Septic/Designer Certification Form 3-26-0doc I� DARREN M. MEYER, R.S. Septic System Design and Inspection February 4, 2010 Tom McKean, Health Agent Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 RE: 246 Chuckles Way Marston Mills MA Leaching Monitoring Program Dear Mr. McKean, This letter is to confirm that I, Darren M. Meyer, Registered Sanitarian, duly licensed as such in the Commonwealth of Massachusetts, do hereby certify that I will monitor and inspect the existing leaching system at the above referenced property to insure that the system is functioning as intended with respect to its structural integrity. I agree to conduct this visual inspection of the system every 2 years as required by your office. Darren M. Meyer F 0F Registered Sanitarian DA 1 YER N No. 1140 GISTEV- M!7ARI P.O. Box 981 East Sandwich, MA 02537 508-362-2922 Stanton, David From: McKean, Thomas Sent: Thursday, February 04, 2010 10:00 AM To: Stanton, David Subject: Bio-Diffusers at Chuckles Way [FOR INTERNAL USE ONLY] Dave, I called Brian Dudley this morning. The bio-diffusers installed at the property on Chuckles Way designed by Daren Meyer, are acceptable according to Brian Dudley, even though they were stamped "H10" on them. This is allowed at this onetime only. He suggested that perhaps we can require the designer to monitor the leaching facility in the future (say once every two years)to ensure they stay in tact. This is not to be considered as a precedent for any future approvals in this regard. [FOR INTERNAL USE ONLY] 1 q, � gTOWN No. Fee THE C MMON OF SSACHUSETTS Entered;nco pater: PUBLIC HEALTH DIVISI - ARNSTABLE, MASSACHUSETTS Yes 4pliLatlon for Bisposal bpstem Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Lo ation Address or Lot No._O�� , Owner's Name,Address,and Tel.No. Ass ssor's Map/Parcelm � Instal 's Name,Address,and Tel.N<% esigner's Name,Address, Tel.No.i"72ia� Type of Buil g: ���i 0 �Q!-�f �I . Dwelli No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building / ��' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required gpd Design flow provided gpd Plan Date Number of sheets Revision D t Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 7 Agreement: The undersigned agrees to ens the construction and maintenance of the afore cribed on-site sewage disposal system in accordance with the provisions of Tit 5 of the Environmental Code and not to place the system' operation until a Certificate of Compliance has been issued by t 's Board of Health. i ed ate o Application Ap/easons roved b Da Application Dd by Date for the followi Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS eertifitate of Compliance THIS IS TO CERTIFY,that�the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by Qj�hif f at has been constructed in accor ce with the provisions of Title 5 and the for Disposal System Construction Permit No �ated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ��y.,,...r�rA�f-r..y,.;:.:rm ..y�� �,a•�:t.•;^ .:,,./' .. .w+'w-- ....�.-......�",..-.- � .�..,- �. __...- _ .rf�k!'-�.ma�....�..� y..�,�.>,,..... ........ ....... v — T r No. /,�{�VrF a J Fee v . THE COMMONWEALTH OF MASSACHUSETTS Entered m computer: PUBLIC HEALTH DIVISION_TOWN 0-F�BARNSTABLE, MASSACHUSETTS -Yes 2ppYication for Misposai 6pstem Construction 3permit ' Application for a Permit to Construct( ) Repair `/( grade( ) Abandon( ) ❑Complete System p y El Individual Components Location Address or Lot No. �� 'Owner's Name,,Ass,an� Assessor's Map/Parcel D Installer's Name Address and Tel.No.% Lys yc Designer's Name Address and Tel.No,,,,�. F/!/if� 1 Gv7?%G G i/ , ��y C� '/ % /� Type of Building: 0 Q P J�l Dwelling No.of Bedrooms (� Lot Size ` � sq.ft. Garbage Grinder( ) Other Type of Building /`' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required c)gpd Design flow provided ` ;,`j ,��(� ti gpd Plan Date .Number of sheets Revision Date j r Title Size of Septic Tank Type of S.A.S. Description of Soil A \Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: The undersigned agrees to ensure Xtheconstruction and maintenance of the L'aforescribed on-site sewa ge disposal system in accordance with the provisions of Time/of the Environmental Code and not to place the system�' operation until a Certificate of Compliance has been issued by this Board of Health. / ed � l" � ,•�� / ate (, � Application Approved by Date Application DisapoVed by Date v for the following,reasons r Permit No. V�� / Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(j')/Upgraded( ) Abandoned( )by at has been constructed in accord /ce with the provisions of Title 5 and the for Disposal System Construction Permit No. -� ated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No a2111----- -----------�---------- ----- ------- - ------------=---=--------=—=---=---= =--�`"'._.__ ---- THE COMMONWEALTH OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS Misposal Opstent Construction 3offmit Permission is hereby granted to Construct( ) Repair( L �f Upgrade( ) Abandon( ) System located at d and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:C traction must be completed within three years of the date of this permit.: r ! Date / ��/ Approved by 4c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map S 6113Z--- Parcel %/_3 Z_ 'PA Permit# 1'-S Health Division Date Issued Conservation Division Application Fee �� Tax Collector Permit Fee Treasurer vZEPTIC SYSTEM MUST DE Planning Dept. INSTALLED IN COMPUANCE Date Definitive Plan Approved by Planning BoardeTi� Historic CNMENTAL CODE ANO OKH Preservation/Hyannis s" PZ_GU9, 710 1e3 Project Street Address Village J i t Lrs foy, M Owner U" c')%;t IJ t Address S`Pw C, . Telephone ` 2--" (� Permit Request zi, V,( , A ,^�� ,—� �_ � � Square feet: 1st floor: existing proposed g ` G propo ed Z2, Total new.�� q g p p 2nd floor: existing f Zoning District Flood Plain Groundwater Overlay Project Valuation 3.< c-)OC 00 Construction Type i� Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single FamilyGd .Two Family ❑ Multi-Family #units Y Y( ) Age of Existing Structur Historic House: ❑Yes MIK10 On Old King's Highway: ❑Yes UI(O Basement Type: LdFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) `Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing I new�d Number of Bedrooms: existinga � new � Total Room Count(not including baths): existing new First Floor Room nt �. Heat Type and Fu : /Gas ❑Oil ❑ Electric ❑Other -v Central Air: Yes ❑No Fireplaces: Existing _ New Existing wood/coal s ove: ❑- s AYNo Detached garage:Cl e ' ting ❑new size Pool: ❑existing ❑new size Barn:0 exis ng ❑rgw sib Attached garage:Coexisting ❑new size Shed:O existing ❑ size new Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name_ j(2 i rt,., Telephone Number Address C iju;n '1 L License# �2 Home Improvement Contractor# W ALL C NSTRUCTION DEBRIS RESULTINQ FROM THIS PROJECT WILL BE TAKEN TO � a , DATE SIGNATURE ineering Dept'. (3rd`floor) Map /. Parcel C 01 -Permit# House# _ Date Issued 9 - D— Board of Health'(3rd floor)(8:15 - 9:30/1:00-4:30) f2bL�-�7Fee r /� Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) Planning Dept..(Ist floor/School Admin. Bldg.) tHE Definiti pproved by Planning Board 19 MASS. lF�MPS TOWN OF BARNSTABLE Building Permit Application Project Street Address ��� Lii✓i�>n Village Owner Ad dress ss lD G Telephone ' 4,2 — `Permit Request First Floor_ /-j square feet Second Floor e JG/h :? square feet Construction Type Estimated Project Cost $ Zoning District �Q/' f,/�jJ�#j�6�� ood Plain Water Protection e—&e_ Lot Size 1� . qQQ Grandfathered ❑Yes XNo Dwelling Type: Single Family Ij Two Family ❑ Multi-Family(#units) - Age of Existing Structure-A Historic House ❑Yes ANO On Old King's Highway ❑Yes No Full ❑Crawl ❑Walkout ❑Other Basement Type: [ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) fQ�j Number of Baths: .Full: Existing_. C�, New Half: Existing 0 New No. of Bedrooms: Existing_ New Total Room Count(not including baths): Existing_New �_First Floor Room Count Heat Type and Fuel: j Gas ❑Oil ❑Electric ❑Other Central Air ❑yes X No Fireplaces: Existing 0New t/ Existing wood/coal stove ❑Yes X No sizeGarage: ❑Detached( ) Other Detached Structures: ❑Pool(size) 7) 7T XAttached(size) �� �( ZZ• ❑Barn(size) (❑None ❑Shed(size) Q ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ij No If yes, site plan review# Current Use Proposed Use Builder Information l Poo SS 9 41 Z-- Name 111!P 00 ;;1:tLI .s Telephone Number Address 'L License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7&4-t/1/f SIGNATURE 6 DATE BUILDING P IT DENIED FOR THE FOLLOWING REASON(S) THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A- DATA Assessor's office Ost floor): Assessor's map..and lot number THE'-k Board of Health (3rd floor): 7 Sewage Permit number �t ,`� 2 BaHa9TdDLE, r.....^v... .....,...�..;....;.... Engineering Department (3rd floor): NAG& r' House number ....'.... ... ................... o� i639• �0A Definitive Plan Approved by Planning Board '___/__-__�'__ ___________1Q ; %f yAY. APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00.2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ._. ...�:' �7 - r�.'l.:f...��>!e,��f .• �.^i'y''vP F,' ,a `%( ,-ri' n.-.. :r.;.::<...�;....:.. ............<j - TYPE OF CONSTRUCTION � � . ;.-�" y /• t- .:... /,....fS....l:.C.'1. .-.................................................................................. ............................................m....... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. .......�...i........f.... :....:�`/':.1. ":. ,C....h:::�✓•`1%' ..!.:..f •'.3j':..�,% : ...... '1!'.✓....� y . ....... Proposed Use ... .,1.::.....:.'` '. /.:� :✓. 4`:........................... i ....................................................................... Zoning District ...... ........................................................... District ........... r: Nome of Owner ..............Address � Name of. Builderr.'n....... .`:^'../11.: !":.! r�"........Address Name of Architect ............. i F. (_......................................Address Number of Rooms ! %`� ,F.......................................................Foundation ...._............:.._..:`.! .c::........f...`:.....�. <.::.%�`............ Exterior .�..c_;�.'"%1i',i'••� ,r, • -rj,-<" '"� _. ' ,...t.. i '.:. c..Jr:c`�.....Roofing ''..:f-...'.......................... Floors '' , y..... :'.................................Interior �:.....:c ;/c:. .'. `/.....'............ ........................................ Heating _ �'.(..r .!.... r /r•i°�< .i<<' • �..Plumbing .r.= ;:.. ...................................... Fireplace :.......................:..................................................Approximate Cost ..........:.:.......-: ........................... Area °............................... Diagram of Lot and Building with Dimensions Fee ............................................. i 's 4: ,(�t 11 OCCUPANCY PERMITS REQUIRED 'OR NEW DWELLINGS I hereby agree to conform to ali the Rules cind Regulations of the Town of Barnstable regarding.the above V construction. Name.... V At,l ' ' Construction Supervisor's License .�.,:i�:;.:�.,�•• ••••.• '' TOWN OF BARNSTABLE LOCATION �' Cd�� L SEWAGE # VILLAGE Yh/9v4S 7��A I t: �- ASSESSOR'S MAP 6z LOT INSTALLER'S NAME & PHONE NO. tQ ll f^> T rt c 0 Q ,SEPTIC TANK CAPACITY l Z� LEACHING FACILITY:(type) P tCF C l<,f- (size) / d O NO. OF BEDROOMS _PRIVATE WELL O PUBLIC ATER Pb 6 LCG BUILDER OR WNE ' F&ev.-g,&n w O° 1 F DATE PERMIT ISSUED: /79 r,?, &,P_ C i.-i zt ! � DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ®T i 4b � x Fimic THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH - � Appliratiun for Dispuutt1 arks Ton,strn.r#iun .rruti# plication is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal ystem at: . � Q �L..ArT !3or N o 4--------l--a-.--.-.-.-.-- ............. - c . - G ocation- dress ..... .. r .............. .w . ........ Owner Address W Installer Address 7 Type of Building Size Lot.. _-�.�..___ ....Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type e of Building ............... No. of ersons--...--..---..._............ Showers p-, yp g _____________ p ( ) — Cafeteria ( ) Q' Other fixtures ................................... W Design Flow.................................�?`S-gallons per persone�r day. Total daily flow...................3-3_10...........galpns. WSeptic Tank—Liquid capacity Ao�--gallons Length._ .__'6___ Width.�/�-.lO.- Diameter---------------- Depth__ __-4- x Disposal Trench—No..................... Width.................... Total Length....... i Total leaching area....................sq. ft. Seepage Pit No.........../........ Diameter g2 .o....... Depth below inlet..-5-...-6....... Total leaching area..Jg .ssp4t.f� Z Other Distribution box ()() Dosing eta k ) Percolation Test Results Performed b .........a.... Date...J,Z_n..�a ��g9 Test Pit No. 1......y.---minutes per inch Depth of Test Pit....f d.. Depth to ground water...../21A.!?C-. LL, Test Pit No. 2........ ..minutes per inch Depth of Test Pit...1_4_7'..... Depth to ground water----- k Q-A&.. Descri tion of Soil.....-- _-- '------- .............50 �, /2 3 Q----- � "-1 x7 t� -------------�Q-rs�-----5`a.--- -------------------------------------------------- W UNature of Repairs or Alterations—Answer when applicable................................................................................................ ----------------------------•----------------------------------•----------------------.._..........----------------------------------------.-.......------------------------------------------•••••---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with, the provisions of iITLL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in, operation until a Certificate of Compliance has been issuecl by the board of health. Signed------ Q� ._..._... _....Date Application Approved By.............. --� i' Date Application Disapproved for the following reasons:................................................................. --------------------------------•---••-- ...................•-•----....._..............•--•----•--•-•-------------•---•....---------•-•-------••-----------------------------------------------•---••--•-•--------------•-•-----------......-••-- Date PermitNo........ -l"_-JaL_--•-••-----•--------------- Issued....................................................... Date j » 1 No..... FEs.......?.�' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............OF..... . 1..S.... - _4_ -.. Applirattion for 11ispos al Works Tonutriir#inn rruti# Application is hereby made for a Permit to Construct ()<) or Repair ( ) an Individual Sewage Disposal System at: ................_.... E-! v c c. ..-- ` ... i ................_._. .......................... ............. ................•---•-. ---......--•-•--------- ocation-Ad Tess / or No. / ---• •-- Owner ` ` Address W Installer Address ec� Type of Building Size Lot.21-0-"�...`5'..--/--....Sq. feet U Dwelling—No. of Bedrooms.............3.............................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Other fixtures ............ ............: _ W Design Flow..................................t-j.=5E.gallons per person per day. Total daily flow....................?3 0...__..__.gallpns. W Septic Tank—Liquid capacity)� c�gallons Length._.c�'r... .G•.. Width.., '..1.e2. Diameter_______ Depth...'_-)..:4- x Disposal Trench—No. .................... Width.................... Total Length........P......; Total leaching area....................sq. ft. Seepage Pit No............._._.... Diameter. ?.-..'Q..._ .a`�... Depth below inlet.- :'..!aa..... Total leaching area... Z Other Distribution box (y) Dosing talik ( ) '-' Percolation Test Results Performed by.._._...:. ? ...4 2)'J ..__�� a ?4__..l� ._ Date...1,.".-`Q.:._� a a Test Pit No. L..... '....minutes per inch Depth of Test Pit..... �..�.. Depth to ground water.....n fZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.... . ._.. Depth to ground water._.../L�?_r4'.. µ{ ....... i....................__..... - ............_....._.._.yf............... G /Desc tion of Soil..... � / .. ---- - -• ....................S. . . - W UNature of Repairs or Alterations—Answer when applicable............................................................................................... --------------------------------------------------------------•---------------•---.......---......---..........----------------------------...._..------------------------------------............---.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed------ ` '' ,.% r ��__rj14 (j Date Application Approved By................ -,,. ��.s� _... - ----- ..-. `t ...—x�- ............. ; Date Application Disapproved for the following reasons:.............................................................................................................. --••..............•-.....-•--•----.._........._....•-----------...•--•••---•-----------•-•-•-•------•---.._..................•-•--•••--•-•-•-•-•....----------•-----•-.....-------••--•-•--••-----•...-•- Date Permit No....----cam��= r� ............................. Issued-........ •----- -------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..............Ta.�!.!�j......OF... ....................... .............. Gr#ifirate of Tuutplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.................................................................................................................................................................................................... Installer at....................L. T Z.3-----_.... .....----------------------------------------------------------------------------------- has been installed in accordance with the provisions of fiITW 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......... ......... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................................................... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �— /f� .......OF.U.? _►.. ! ..... .._.� ..! AIL Trf. -/�. .............••-•--....... No -•---. .._.. FEE..,.:..�............. Disposal Works T.unu#.r ion rrutit Permissionis hereby granted.............................................................................................................................................. to Construct (k) or Repair ( an Individual Sewage Disposal System atNo..------�.o.T-----•-f -----`--- � -� � 5° ------------------M...----A1--------------•--••-------------------.................... Street ec� as shown on the application for Disposal Works Construction Permit No.lJ .�I Dated.......................................... .................................... ................................................. Boaf rd of Health DATE- ..'. .� -•- E FORM 1255 HOSES & WARREN. INC., PUBLISHERS i � 9l�.00 S t90- 2 9gc�5F o - 5 Pot a,¢v b t4 (�RQ�\ y 4 8, o�� P � b Ch. ' 12� Do too , �o �� a 1 L V 1 �1 �b H � R SARNST�B�'E, Sflfl1TH;JR:C1i11L #1512a ( 6 5�L PA N dos E RAVN AA �6��� SCALE I -30 r 84• 0 1 r ` ,ow %%%N 7-v7 S D.1 to C U t sT..13CK SI.4 80,75 c►'eno CoFr• DfP►�vl. - -- 000 Cam(. �cnc. 8�•3 A o oa Co►.fc.L&Acm"c4 Pir. Sap�j'c. 'Tan k 80.5 A 40 A AAA a eA 66 AA o . 3 T ' A A A •�. . II r75`6 A A °i°° �4"1��i wla5f►ad S tonb BoT• PST E-Lav 83. Ol �Ivo04v.D pr` 92,0 -r'oPsom- 12,, (�Es Ic-�hj D�-c-A ; C`At/ RCoL.ATi oN R�-r-�; 2 M/N11"C" C)R.o P go-S 3 0" TEST PES2F'oRM ED .-1A-r�, 10,19 8 9 . p Corr ��,� `3 BCDROOMS K Ito C-,PD 33o CPp LEACM46, S �F2C, -IAFZeACIE DISP05AL USEI _oov GAL-SEP"1c.TAml CAPAcITy P1Z.oV1DED : I ' 86 ANP 5iC>65 -IT 1Z K 51K 2.5 = 4� C 7 1 Pp I -f OTA,L. CA PAC I T-1 j' 0 v1 Dop 5 84 C1 p D N oTE-- D I5 Po sA L SY sTr1�0( A c Lo R D^"CE W l T f-1 PROVISIONS p.F Rot�MENraLl --s 414 2 Lo-�--13 C k 0 c K.L c S WA-'-/ �3A,?-0ST-ik6 Le a.- .r � ,• v 2� VIA PRtcC 00 3.7e0 gel eo I�JrQ,lS .20p0' lCtCC 37vv- vo THE MOST ADVANCED NAME IN DRAINAGE SYSTEMS rTIM g November,17, 2009 Re: ADS Biodiffuser 110OBD Chamber Structural Cover Limit To Whom It May Concern: In reference to the ADS-Biod"ffuser 11006D chamber, it is capable is supporting typical drainfield loading with 18"of cover. -Maximum-cover-is 8'. The sanitary chamber can be backfilled per local code requirements with typical drainfield backfill material. The chamber meets IAPMO PS 63-2005, "Material and Property Standard for Plastic Leaching Chambers". If you have any questions or comments, please don't hesitate to contact me. Respectfully, Kevin M. Jehl V L 614-658-0161 Office 614-286-2810 Cell Kevin.Jehl@ads-pipe.com ADVANCED DRAINAGE SYSTEMS,INC. 4640 TRUEMAN BLVD,HILLIARD,OHIO 43026 HTTPJ/WWW.ADS-PIPE.COM i r ENGINEERING & ® RESEARCH SERVICES FINAL REPORT Witness.Testing:. __ H-20 Load Testing of the Bi6DiffuserT'4 16" High Capacity (1600 BD) Leaching Chamber to IAPMO Standard PS 63-2005 by Amy Harrison, Project Manager Engineering & Research Services NSF International Test Facility: Gerken Residence V-138 State Route 108 Napoleon, OH 43545-9766 Sponsor: ADS, Inc. 4640 Trueman Blvd. Hilliard, OH 43026 April 25, 2007 Report Number 07121 ADS, Inc. Copyright©NSF International April 25,2007 PA#9005035 1 of 6 This report may not be distributed without the written permission of NSF International I NSF International Testing Organization: NSF International Phone: 734-769-8010 789 N. Dixboro Road Ann Arbor, MI 48105 Test Date: April 18, 2007 Report Issuance Date: April 25, 2007 Report Revision Date: N.A. Client: ADS, Inc. Phone: 614-658-0284 4640 Trueman Blvd. Hilliard, OH 43026 Product Description: BioDiffuserTM-16" High Capacity(1600 BD) Leaching Chamber Concluding Summary: All portions of the test performed were under continuous and direct supervision of a representative of NSF International. This product complies with the requirements Section 6.1 of IAPMO Standard PS 63-2005. Testing Witnessed By: NSF Representative: 40'� Dater?_ Technical Manager: �"`�`" Date: �f 2�Id7 - c ct tvilC,�j'6 � 'e VAi M.41.! s a r:0. ........ .�.: Report Number 07/21 ADS, Inc. Copyright©NSF International April 25,2007 PA#9005035 2 of 6 This report may not be distributed without the written permission of NSF International Scope of Testing: NSF International was contracted by ADS, Inc.to witness H-20 load testing of the BioDiffuserrm 16" High Capacity(1600 BD) Leaching Chamber against Section 6.1 of IAPMO Standard PS 63-2005 and prepare a report of the results. Off-site Testing Information: Load.rating testing was conducted at the Gerken residence in Napoleon,Ohio. An excavation was dug according to the manufacturer's specifications in native clay soil. The test sample(a series of 3 interlocked chamber units)was installed according to the manufacturer's instructions. One end of the assembly was left open for observation and evaluation. Course sand was used as a fill-in on each side of the interlocked chamber series and then compacted by a"walk-in"process. Finally,the entire trench was backfilled with sand to a compacted depth of eighteen inches above the highest point of the chamber. The rear axle weight of a dump truck was used for load testing. Due to the extreme amount of weight needed to perform the H-20 Unit test, large cement blocks were weighed in advance at the Gerald Grain Center, Inc. in Napoleon, OH on April 17, 2007. Four of the cement blocks were weighed simultaneously to establish the approximate weight of each block. The weight of the four blocks resulted in a measurement of 13,540 lbs., with each cement block consequently weighing approximately 3,385 lbs. A total of eight cement blocks were on location, however, only seven of these blocks were needed to reach the desired maximum load amount. The cement bocks were added to the rear of the truck sequentially in order to achieve each rear truck axle weight listed below. The first rear truck axle weight consists of the empty truck weight at the rear axle without any cement blocks included. The NSF representative verified all official weight slips,and documented cement blocks with pictures. Deflection was recorded during each pass(Table 1) over two different sections of the test sample. Passes were conducted over the following chamber locations in accordance with Section 6.1 of the IAPMO Standard: 1. Joint section between two fully articulated chambers 2. Midpoint section of a single chamber Table 1: Deflection at each Rear Truck Axel Weight Rear Truck Joint Between Two Midpoint Section Axle Weight Chambers Deflection(inches) (Ibs) Deflection inches Pass 1 Pass 1 9720 0.10 0.20 13105 0.25 0.25 16490 0.30 0.35 19875 0.40 0.45 23260 0.45 0.60 26645 0.50 0.70 30030 0.55 0.80 33415 0.60 1.00 The driver side rear wheel of the truck was lined up to pass over each of the two sections of the assembly at each truck weight. One pass was made over each section at each truck weight as the Report Number 07/21 ADS, Inc. Copyright©NSF International April 25,2007 PA#9005035 3 of 6 This report may not be distributed without the written permission of NSF International I NSF representative observed at the open.end. The chambers were then uncovered and exposed for visual inspection. Testing Results: Each evaluated section of the chamber returned to its original geometry despite experiencing some deflection during each pass at each test load. There was no sign of damage or deformation to the joints or center of the assembly upon inspection. This complies with the requirements of section 6.1.1 of the IAPMO Standard. Annex A Product Specifications BioDiffuser'9 At Grade System Detail 16" High Capacity Chamber NATIVE BACHFILL NEUS1 OR APPROVED FILL 1. EICCAVATE TRENCHES 70 PROPER DEPTH AS REOUIRED RY STATE AND LOCAL CODES. 2, SMOOTH IRREGULARITIES IN THE EXCAVATION. A LEVEL, FLAT SURFACE 1S REDUIRED 2. ASSEMBLE B[OOIFFUCER LEACHING CHAMFERS AND UNIVERSAL EFIDPLATES TOGETHER IN TRENCHCESI. 4, INSTALL WIVERSAL END CAP AND SECLRE IN PLACE VITH DAOCFILL 15, (i PLPICH CUT PIPE HOLE OPENINGS IN THE END IL7 PLATES AS NEEDED ANm CONNECT INLET PIPES. 6, FILL SIDEWALL AREA TO TIP CKPARERS WITH NATIVE SOIL CCOARrE SAND OR FINE GRAVEL MAY ALSO ➢E USED, NO HEAVY CLAY, SILT, OR DEBRIS SHALL HE INCLUOEIIa 7. "6%LH: Ill' FILL TO COMPACT SOIL.ALONG SIDES DF 05' pIODIFFLGER. THIS IS VERY DIPO27ANT 70 ACHIEVE LOAD RATING H. COVER DIODIFFLUER LEACHING CHANDLERS TO A NINIHUH OF L2' COVER AVOID LARGE ROCK 02 BERRIS Dd COVER MATERIAL, WIDTH INCLUDES 2' IF SIDE WALL DISTANCE, Tr mTWN�rnau mina Tmmam mw¢n�[m x rn>n P MM 1F4'STAR W DE[Ad ro oDucrmTi uC'amw xLYUIODI DC><IAAM IVL 0 rm ac rc�arriv ma a amma�m ®wa mM aar z rmrm,r° 7n nm a m,no� f®ST1101,D Otn1 6!Dr Irt�6m rD➢1lOEmC fMl 3T?=.S1M1L QQ ILAL syscavrmp wn,m aee.om nwr nmc aramoan s aro¢vm wn Q�L1F7 IADt!8 DE Dff UATDII ff AM W.P=% fC H614n MCK334 GD R aG m FJ=N D rot.NN r"=MW,AL=&T"A d<W6U=C Im1 r= I1NDM WAL: NH• 78AA4 wr 8TN-YQ78 Report Number 07/21 ADS,Inc. Copyright©NSF International April 25,2007 PA#9005035 4 of 6 This report may'not be distributed without the written permission of NSF International 4 .. Ci�antbeis Standard High Capacity High Capacity 11"H-10 14'H-20 16'H-10 ADS Product i 1100BO 140080 160080 Length 76' 76' 76" Re eat Length 7s 75' 75" Overall Wdth 34' 34' 34" Skteviall Height 6.35" 9.6v 11.17' Overall Height 11" 14' 16" Capa ' ,It-,(gal) 9.21(68.42) 11.91(89.13) 13.58(101.63) We• ht.lbs. 27 37 35 Pallet Oty 27 pa 38 pcs 45 ecs flatbed 0 ' 39 pallets 21 allet$ 21 pallets Endcaps may reduce truckload quantity Annex B Photographs of Testing an „r; ;f, . sse;sly = ,�•ff:n::.....:.. . !i.n-- .1Sx. i<�u=.Nwrs.r�9w'�`a.�f»"a1:e55��t•";, i;ii,i;t}u�u�,ua o°"n n.�_sv., u•iliR,iii�Sr;. .{.,.��d.W.CC.==1 �i.�':of�'�ii,'-�'-'•;. „n.•m5�S°!7[i27: rti9E•vrfr.:s.;c9,ter.-(;:'i-�'re'v -_ FMP- •• .�r r�mnlf''",;;J:�.;i:�:::;;....fiijg�»%iluSfi .:Icpvi• .... �•.�,::;.,��,?��`eGor.=��-,'-.,•ia%:`r�"�n�:r��i�l �-`� '-�'•'3"^�''� �'NSLEJh^ip�ri?:ga•,c"as„-'r�cl�uicl.-aairufa'se3::i:=°»j:°:5'i::•:;ylr:'l:::i�'"v'.ii_i5.i..:i.i:..S.5ji.ii.i^_°.._� . l;ua�nnutu�»,?;iP n :-i ,,51ryy i- ftleai 3i•".::: f.sit::.....::..':t•y[:`:'�.ir�.._i:f j� 'ei•'rr.":�:fa3 ::.:.::..... ..s.:......,s._i�.i�:;i-.°fFfia i=n 3;� .,,�^sK..e=aSi�•S'�i,z"'-::�i?"r,3'e'ru.-iiHus,��iiiziiM ii�:;ie�:l:;lgiai�' 't' ' .�...._:j�y!�.. .:1n:::t::i::j � Ultii_YJJ•J.:C, ma's.] .n its °°"n.`'s�2-• "•n::":::as'�:"'4i.•.'.i�?:i'jif•'1`.�f�'�.'��,a',mlmi,5 .- a:'r'...r.i•:•ct:�ri Tit7;lzyS:4ai:fs..'.:��'...i •.•• :1:x:;rFap�iuii'riT:�.i'ri�:i:ri:.�•. -ili:E,:;i=v:E"';i4 i^ii i�4![lj.�i�rs iiijipi-i:i ii::::a:%i,°.ir eiviS"i•"•:F�'-.. �........:.r:..».a,„:.f::S:-1�xr.:'-:::".••:.., ••,.fiSC.ij-.. .r'ir....- �:..:i:•:•_�Y._^fij._i::�_i'-:::::•..::._.F^.I:I»:G.��I:.�:=j...:.:�::L'::�I� Fy:jj... a: er:fe:f.fp•s:ava:a::a,..:i.:.__:-.. ......i:.fi - -.-RHO _• n I a:rl:• "rr :.itAO •Zi n i•'xuiiu"eS�:G:•: _ ::;.�: ,;,, .4 C�~'sie'ili3�:�?i4il:i:uflalici:ii°•' :.. :• ••�� �lr_: �:c_.a^�uacm�srteff t a�w:aig}:Lear.•-^'tii�ls'ii��a �rllgr.ANri i ,nLz... oaf iplf 1 :•C 1 I Report Number 07/21 ADS, Inc. Copyright©NSF International April 25,2007 PA#9005035 5 of 6 This report may not be distributed without the written permission of NSF International If, a I I - -_-a_�y! L=:�' x_•�� ".`iiE.1F,M iryne�a;Iit Z��� '�' :T j•:a-i-e�:a:-:c.i.r......_x�E�'' :P.a.F:.... ..T; ;..j.fEv:;is F��,x' `iiHL ii1e::•�:::=� .. -7 v: • 1��7yy�1:.� L _ .y,�,,,':.-s.,.�,;�ai•;i'r'y�c��.u�-'.,fF?r�a�i:����:.. F...irr;=. MOR •?�`�-.._�s.-r»..�.c�:Jni:.J�nuiNli.f.::....n;!7.'�imF __ �.�. Report Number 07/21 ADS,Inc. Copyright©NSF International April 25,2007 PA#9005035 6 of 6 This report may not be distributed without the written permission of NSF International Vy b t THE MOST ADVANCED NAME IN DRAINAGE SYSTEMS October 26,2009 Darren Meyer 43 Nickerson Farm Way South Yarmouth,MA 02664 RE:BioDiffuser Standard Model(1100BD)Chamber Installation 264 Chuckles Way in Marston Mills,MA. Dear Darren, It is our understanding that you designed a septic system with the ADS BioDiffuser(I I00BD)chamber in an H-20 load bearing application at 264 Chuckles Way in Marston Mills,MA.' Please be informed by way of this letter that ADS/Hancor will fully warranty the performance of the BioDiffuser Standard Model(I I OOBD)chambers in this H-201oad,bearing application with eighteen inches of compacted cover. If you have any questions or concerns about this application,please call me at 207-240-5967 Sincerely, Steve Minor On-site specialist Advanced Drainage Systems CC: Bob Souza, Cape Cod Winwater r� ADVANCED DRAINAGE SYSTEMS,INC.,4640 TRUEMAN BLVD.,HILLIARD,OH 43026 PHONE:8001733-7473 E-mail:info@ads-pipe.com Web site:www.ads-pipe.com i Town of Barnstable. P#—L Department of Regulatory Services • IDEA PublieZealth Division DateKAM i6J9. s$ 200 Main Street,Hyanni's MA 02601 Date Scheduled U O ' f Fee Pd. !uJ j Time oil' Suitability Assessment for Sewage isposal Performed By: Witnessed By i LOCATION & GENERAL INr mATION Owner's Name )o N A� C WW L� r 3/ J Location Address .�7 4(0 �t-4UG�.C-S 1n!A � 1 w G6r✓v M�g T�N S. GVL l Address apt 6 . �s �►-f t.d,S �i�( . 1M t(�tws ^mac. Assessor's Map/P4rcel: �0 A 3 Engineer's Nstrie I NEW CONS1RUOON REPAIR X j Telephone# sdg 36 Z-'Z4 ZZ / !L i j /�1 Slopes(96) 1 S Surface Stones Land Use ' ��S. ft Drinking Water Well '7� ft Distances from: Open Water Body � Ft Possible Wee Area / � {t Other ft Drainage Way. >l �D ft. Property Lin ( c SKETCH:(street nar ie,dimcnsiods'of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) d. x, 1� ��- 72 i CCj 7�a4 izaas�. 76 n i i Depth to Bedrock N Parent material(geologic) Depth to Groundwatdr. Standing Water in Hole: A�lWeeping from Pit Face Estimated Seasonal gigh Groundwater r ! D!TERD�IIN TRON A SEASONAL jUGH WATER TOLE Method Used: in. Depth 10 soli InOttl0s: in. Depth dbperved standingitn obs.hole: ! in, Groundwater Adjustment Depth toiweeping from side of obs.hole "— AU.faetor AaiJ,flroundwaterl et+el Index Well# Reading Date index Well level,.,.e.e..... PERCOLATION TEST Date------ 'Put Observation - I Tints at 9" f� A Hole# .t T me at 6" Depth of Pere 'S3 i -- Time Start Pre-soak Time.@ 7 M t End Pre-soak Rate MinJlnch '. te Passed X Site Failed; Additional Testing Needed(YIN) Site Suitability Ass0sment: Si — i Original:.Public He$lth Division Observation Hole Data To Be Completed on Back - ou must first notify the ***If percolafii0n testis to be conducted within 100 of wiior to,beginning. ,.___.....,�.t.. r•A,icervation V VisiOn at least one(1)wedk p DEEP OBSERVATION HOLE LOG Hole#_ Other [Deth from Soil Horizon Soil Texture Soil Color Soil n (Structure,Stones,Boulders. face(in.) (USDA) (Mansell) g ons'st nc %Gravel tt IZAtt o S L yvted. d 2- SY -713 DEEP OBSERVATION HOLE LOG Hole# Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) -(Munsell) _ ..Mottling ' (Structure,Stones,Boulders. nsi tent %Gravel) a _qV 0 3l N `! DEEP OBSERVATION HOLE LOG Hole'# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ons'ste c ravel DEEP OBSE TION HOLE LOG Hole# Depth from Soil Horizon Soil re Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes X Within 500 year boundary No X Yes k Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist_in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification 1=1 I certify that on b (date)I have passed the soil evaluator examination approved by the Department of Enviro ' Protection and that the above analysis was performed by me consistent with the required tratnl "xpeliseperience described in 3,10 CU R 15.017. Signature Date 1v L� 1 , O:1SEPriCWERCFORM.D0C i yb TOWN OF BARNSTABLE LOCATION �j�l uC,w-L!'S SEWAGE # — f jai 13 VILLAGE 41 Mil ,g jgt4.( f - ASSESSOR'S MAP & LOT / INSTALLER'S NAME PHONE NO. tO h'rq l i'' C y B I o SEPTIC TANK CAPACITY f 0 ,0 LEACHING FACILITY:(type) r3 (size) 1 yc7 C� NO. OF BEDROOM$ PRIVATE WELL O PUBLIC ATER BUILDER OR WNE 'tv,9 pa oL;✓ . S r fyI .�r. DATE PERMIT ISSUED: r,17 0-_bP_ r p4 DATE .COMPLIANCE ISSUED- "I .G-4►°�,. VARIANCE GRANTED: Yes No 'L Z 1 SURVEY REFERENCE: PLAN OF LAND BY BAXTER AND NYE, INC. BENCH MARK LEGEND- DATED: JULY 14, 1987 PAINT SPOT ON I NT ` -� ' ! AIR�OSED CONTOUR BULKHEAD CORNER � SrRF�• ' i Gal PROPOSED SPOT GRADE. ELEVATION = 75. 36 •%� ' �'� I -- 98 -- EXISTING CONTOUR BARNSTABLE GIS DATUM + 96.52 VMING SPOT GRADE 3 SITE ✓r J� ���\� OF ,ygss9�y / i%� i W— EXISTING WATER SERVICE o? D1 R. N o 78\ I TEST PIT = LOT 13 AREA = 20959 sf +— ci OLD FALMOUTH RO \ \ LOCUS MAP N.T.S. 76�i' \\ \\ GENERAL NOTES: \ �y \\ 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EXIST.LEACH PIT \ I BOARD OF HEALTH AND THE DESIGN ENGINEER. (SEE NOTE 10) \ I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: - 310 CMR 15.405 (1) (B): 1) A 2.91 FT. VARIANCE FROM 310CM5.221(7) TO ALLOW LEACHING TO BE 74 i 20 \ I 5.91 FT BELOW GRADE VS REO '€FT. (H20/VENT PROVIDED) 3. THE SEWAGE DISPOSALSROM NOT BE BACKFILLED PRIOR �i Ala TO INSPECTION AND APP BOARD OF HEALTH AND THE d II ; DESIGN ENGINEER. t1 i I 4. ANY CONDITIONS ENCOUp DURING CONSTRUCTION DIFFERING 72 i / '� \ \ 1 FRM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN , EER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. / / w 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF i i / / P� \ �'• 1 ! p THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Insp TH-2 p HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATE UPPLY PROVIDED BY TOWN WATER SERVICE. \ ' / O O -� \ \ 1 wnt. e. AL EAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. q�Vl SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY /ii / \\ Q / j �.\ 34.06 �--�I E L90ATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING A / � -� \ TH 1 ONSTRUCTION. XISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED. ,. O � 8 HOUR NOTICE FOR ENGINEER CERTIFICATION 0 1 \\ '\ ! 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING 72 '\ ( I \ 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) 1 I \ \ I!�� 15. 'THE DESIGN OF THIS SYSTEM DOES NOT ALLOW \ I I \ 1 FOR THE USE OF.A GARBAGE GRINDER 78 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING b�\\ \\ I \ 16. PROPERTY IS WITHIN A NITROGEN SENSITIVE AREA. \ � 1vents \ \ \ , / \ PROPOSED SEPTIC SYSTEM UPGRADE PLAN G� z��\ \i \\ 246 CHUCKLES WAY, MARSTONS MILLS, MA Amp. 1ol Prepared for: Mike Dedecco - _.• \ / Lo \\ i LOT.- 132 ...--- LCCA�124124 ) 364-0894 ea _ Engineering by: Surveying . y: SCALE DRAWN -----�•-__J__-_-_ \ I DARREN M.MEYER R.S.R S. B'oo Teoh �aviroam teJ 1" 20' DMM 7 4 12 9.7 9 f t ----•---- 'PO BOX 981 508 - - U I 76 --•"�-'--•--I DATE: CHECKED . SHEET N0. EAST SANDWICH,MA 02537 77 SO&M-2922 10/22/09 DMM 1 of 2 W15ION 10/29/2009-REVISE BEDROOM COUNT AND FLOOR PLAN U NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:71.09 FOR A DISTANCE OF 15' AROUND THE clv. KIT PERIMETER OF THE S.A.S. RM FAM. S_EP,JIC TANK PROPOSED D-BOX PROPOSED S.A.S. ` GAR RM T.O.F. EL.=75.92 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. BATH DIN F.G. EL.=75.Ot F.G. EL.=75.25f F.G. EL: 76.5f F.G. EL: 77.0(MAX.) VENT J RM L @ 10"'± 1 9" MIN COVER/ L e 20' L - 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) FIRST FLOOR �F MgSs 0 Sml% (MIN.) 36" MAX COVER ® Smt% (MIN.) 0 S=1% (MIN.) e ti 9 4"SCH40 PVC ro DAIR E M.'�✓+ 4"SCH40 PVC 4"SCH40 PVC BED •: RM 10• " 14• &'TIN 6.35" TO BED BED " No. 1140 \INV.,= 71.63 48'LIQUID INVERT RM RM ' ��� INV.=71.38 'PEGI$TE INSTALL PROPOSEDV.= 0- GAS BAFFLE D-BOX 4 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE = 32.0'/ROW BAR♦ OPEN MNITNO INV.=71.0 DS-3(H-10) INV.= 70.70 SOIL ABSORPTION SYSTEM (PROFILES EXISTING 1.000 GALLON SEPTIC TANK SECOND FLOOR Cr ' RESTORE VEGETATIVE COVER EXISTING SEWER OUTLET BACKFILL WITH CLEAN PERC SAND 75" ---�� TO TOP OF CHAMBERS 1 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING r•••;,.;.: ;• PLACE FILTER FABRIC PIPE INVERTS PRIOR TO CONSTRUCTION OVER ALL UNITS 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BR AKOUT=TOP ELEV.=71.09 (RECOMMENDED) GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.= 70.70 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 70.17 EXISTING SUITABLE 310 CMR 15.221(2) 2.83 MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF TANK WITH 1500 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 4 x 2.83' 11.32 IF FAILED, DAMAGED, OR LESS THAN 1,00013 IN CAPAGUY. (6.17 PROVIDED) USE 4 ROWS OF 5-HIGH CAPACITY PROFILE 4) INSTALL INLET & OUTLET TEES AS REQUIRED I TI*;`OF TESTHOLE EL.=64.0 ADS BIODIFFUSER UNITS-NO STONE W/ CONTOURED WEDGE SEPTIC SYSTEM PROFILE TYPICAL SECTION :A\ 11„ N.T.S. ".M 6.35' DESIGN CRITERIA SOIL LOG _L_ :r i DATE: OCTOBER 22, 2009 34"-� NUMBER OF BEDROOMS: 3 SR EXIST. (PROPERTY IS IN NITROGEN SENSITIVE AREA) SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. SECTION END CAP SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DESIGN PERCOLATION RATE: <2 MIN/IN 11 ADS 1100BD BIODIFFUSER UNIT Elev. TP-1 Depth Elev. TP-2 Depth NOTE: UNIT IS MANUFACTURER CERTIFIED TO HANDLE UP TO 8 FEET OF COVER. DAILY FLOW: 110 G.P.D./BR 76.0 0' DESIGN FLOW: 330 G.P.D. (Min.) A LOAMY SAND 77 ZO A LOAMY SAND 0' MODEL 11" HICAP GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 75.33 10YR 3/2 8„ IOYR 3/2 LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE EXISTING 1,000 GALLON CAPACITY B SANDY LOAM 76.45 B e EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.95 S.F. tOYR 5/8 SIDE WALL HEIGHT 6.35" 10YR 5/8 SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 74 73.17 Ct 34' 74.45 C1 33" OVERALL HEIGHT l i lt DISTRIBUTION BOX: 5 OUTLETS (MINIMUM) MEDIUM SAND OVERALL WIDTH 34" 4640 TRUEMAN BLVD MEDIUM SAND HILLIARD, OHIO 4JO26 PRIMARY S.A.S. 2.5Y 7/3 2.5Y 7/3 CAPACITY 9.21 CF Ems. USE 4 ROWS OF 5 - 11" ADS BIODIFFUSER H-20 UNITS-NO STONE (68.4 GAL) I ADVANCED DUNACE SYSTEMS, INC. _AND EXTENDED 0.75 FT WITH CONTOURED WEDGE, PERCI071.58 PROPOSED SEPTIC SYSTEM SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) K (BIODIFFUSERS) 20 UNITS x 6.25 LF x 4.70 SF/LF = 587.50 SF 64.0 144 65.20 144" 246 CHUCKLES WAY, MARSTO N S MILLS, MA (BIODIFFUSERS) 4 UNITS x 0.75 LF x 4.70 SF/LF = 14.1 SF PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Mike Dedecco DESIGN FLOW PROVIDED: 0.74GPD/SF(601.6 SF) = 445.18 GPD > 330 GPD req'd NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. Boo-Teob Bavhvameota! NTS D.M.M. I. Dorm M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO BOX 981 (508) 364-0894 DATE:to conduct soil evaluations and that the above analysis has-been performed by me consistent with the EASTSANDWICH,MA02537 CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that 1 have passed the Sail Eval. Exam In October, 1999. 1 D 22 09 soe.Teaae22 / / D.M.M. 2 Of 2 REVI510N 10/29/2009-REV15E BEDROOM COUNT AND FLOOR PLAN ~ SURVEY REFERENCE: PLAN OF LAND BY BAXTER AND NYE; INC. r �. to DATED: JULY 14, 1987 BE �� H IV1 (^� LEGEND FAINT SPOT ON PROPOSED CONTOUR BULKHEAD CORNER I ELE'''ATIOfJ = 5. 36 Gal SPOT GRADE i BARNSTABLE GIS DPTIJM g8 -- EXISTING CONTOUR i + 96.52 EXISTING SPOT GRADE 3 SITE i Z� OF Mgsf9� / j W EXISTING WATER SERVICE 0� M. y✓+ 7%\� ..� v� t� TEST PIT R i LOT 1 ! i� o No. 1140 � � OLD FALMOUTH RO S4NITA0p ( i! \\ \\ j ` LOCUS MAP N.T.S. �vl 76 GENERAL NOTES: ALLBOA CH OF HE TO THIS ALTH AND THE MST B ENGINEER. APPROVED BY THE LOCAL f/ \ EXIST.LEACH PIT \ (SEE NOTE IO) \ I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS y �h i' \ •// \ 1 I OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: - 310 CMR 15.405 (1) (B): \\\ 1) A 2.91 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE 5.91 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. \ 1 j 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 72 I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF Q THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF TH-2�r.p �rb I Q HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ftnb I 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED Y✓, //11 ��{�0 fii' /. r 0� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY J4.06'��I THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING `\i! TH 1 2 \ CONSTRUCTION. �� ' r�••, \\ r!i \ R ' t j �11 \\ \\ 10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED. i n 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 1/�I / \ \�`; '�i �� \ '• \ 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING / r j \''v�\ \ \ i 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. OTHERWISE) 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW '78 FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING vents 16. PROPERTY IS WITHIN A NITROGEN SENSITIVE AREA. , 15I PROPOSED SEPTIC SYSTEM UPGRADE PLAN �• \ / --� I 246 CHUCKLES WAY MARSTONS MILLS MA �P• ��� Prepared Mike Oedecco p ed for: LOT' 132 Engineering b : Surveying b � \ j 9 9 Y Y 9 Y: SCALE DRAWN DARRENM.MEYER,R.S- Eco-Tech Enoimnmentai 74 129.79 - -1- - — \ I LCCAC124124 1 r_20' DMM ----..— PO BOX 961 (508) 364-0894 7 EASTSANOWICH MA02537 DATE: CHECKED SHEET NO. 77 508-362-2922 10/22/09 DMM 1_ . 0f 2 i j 4NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:71.09 FOR A DISTANCE OF 15' AROUND THE KIT BED PERIMETER OF THE S.A.S. b9th] SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. LIV RM T.O.F. EL.=75.92 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER RM BED OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. • F.G. EL.=75.Of RM F.G. EL.=75.25t F.G. EL: 76.5t F.G. EL: 77.0(MAX.) VENT FIRST FLOOR 9" MIN COVER/ ®S 0-1X (N.) 36" MAX COVER L - 20' L - 10'(MAX)) INSTAL_ TWO INSPECTION PORTS (MIN.) L 4"SCH40 PVC ®"SCH 0(P C) ®"SCH 0( �I�ffPVC) \ D v 1LtR • rM 8E0 BED -y 10" e' 6.35" TO RM RM " No. 1140 • 14' INVERT INV.= 71.63 48L LIQUID INV.=71.38 ,p�r�ISE�40 GAS BAFFFFLE PROPOSED INV.=70.$0 4 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE 32.0'/Row S4NITARk D-80 SECOND FLOOR INV.=71.0 DB-3(H-10) INV.= 70.70 SOIL ABSORPTION SYSTEM (PROFILE) 1���( EXISTING 1.000 GALLON SEPTIC TANK l l RESTORE VEGETATIVE COVER EXISTING SEWER OUTLET BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PLACE FILTER FABRIC PIPE INVERTS PRIOR TO CONSTRUCTION ;::�. ••:' :: OVER ALL UNITS 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=71.09 (RECOMMENDED) GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.= 70.70 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 70.17 EXISTING SUITABLE 310 CMR 15.221(2) 2,83' MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF I 76,. _ TANK WITH 1500 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. EFFECTIVE MOTH = 4 x 2.83' 11.32 r� , IF FAILED, DAMAGED, OR LESS THAN 1,000G IN CAPACITY. (6.17' PROVIDED) USE 4 ROWS OF 5-HIGH CAPACITY PROFILE 4) INSTALL INLET & OUTLET TEES AS REQUIRED BOTTOM OF TESTHOLE EL.=64.0 _ ADS BIODIFFUSER UNITS-NO STONE W/ CONTOURED WEDGE SEPTIC SYSTEM PROFILE TYPICAL SECTION 11" N.T.S. KTA 6.35' SOIL LOG DESI GN CRITERIA DATE: OCTOBER 22, 2009 �-34" +-•I NUMBER OF BEDROOMS: 4 BR EXIST. SOIL EVALUATOR: DARREN M. MEYER,.R.S., CSE. SECTION END CAP SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DESIGN PERCOLATION RATE: <2 MIN/IN Elev. TP-1 pepth Elev. TP-2 Depth 11 HIGH CAPACITY (H-20) BIODIFFUSER UNIT DAILY FLOW: 110 G.P.D./BR 76.0 A 0" 77.20 0" DESIGN FLOW: 440 G.P.D. LOAMY SAND A LOAMY SAND MODEL 11" HICAP GARBAGE GRINDER: NO NOT DESIGNED FOR GARBAGE GRINDER 1oYR 3/2 IOYR 3/2 LENGTH 76" ( ) 75.33 8" 76.45 9" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT` PROPOSED SEPTIC TANK: USE EXISTING 1,000 GALLON CAPACITY e e EFFECTIVE LENGTH 75„ TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY SANDY LOAM SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 10YR 5/8 10YR 5/8 SIDE WALL HEIGHT 6.35" LEACHING AREA REQUIRED: (47�) = 594.59 S.F. 73.17 C1 3a" 74.45 C1 33" . OVERALL HEIGHT 11" DISTRIBUTION BOX: 5 OUTLETS (MINIMUM) OVERALL WIDTH 34" 4640 TRUEMAN BLVD r, MEDIUM SAND MEDIUM SAND 9.21 CF HILLIARD, OHIO 43026 PRIMARY S.A.S. 2.5Y 7/3 2.5Y 7/3 CAPACITY USE 4 ROWS OF 5 - 11 ADS B10DIFFUSER H-20 UNITS-NO STONE (68.4 GAL) AovANCED DRAINAGE SYSTEMS. INC. AND EXTENDED 0.75 FT WITH CONTOURED WEDGE. _ PERC ®71.58 PROPOSED SEPTIC SYSTEM SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) (BIODIFFUSERS) 20 UNITS x 6.25 LF x 4.70 SF/LF = 587.50 SF 64.0 144" 65.20 144" 246 CHUCKLES WAY, MAR STO N S MILLS, MA (BIODIFFUSERS) 4 UNITS x 0.75 LF x 4.70 SF/LF = 14.1 SF PERC RATE <2 MIN/IN. ("C" HORIZON) Prepored for: Mike Dedecco NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DESIGN FLOW PROVIDED: 0.74GP0/SF(601.6 SF) = 445.18 GPD > 440 GPD req'd .j DARRENM.MEYER,R.S. Bco-Tech Emviroameatal NTS D.M.M. • hereby certify that I am currently v MADEP pursuant to 310 CMR 15.017 Meyer.a erA.S.. Y ant approved ed b I Darren M. M Y Y PP Y P PO BOX 98f e Y (508) 364-0894 DATE: i to conduct soil evaluations and that the above onolyete has been performed by me consistent with the EAST SANDWICH,MA 02537 CHECKED SHEET N0. 7. 1 f r i CMR 15.01 further certify that 1 have passed the Soil Eval. Exam In October, 999. -requirements of 310 Y p s 508-362-2922 10/22/09 D.M.M. 2 of 2 ...-----------.. I JONN C� VIEIF A ADD NEW DORMER IN REAR NEW MASTER 5EDROOM 45OVE GARAGE WIT4. DORMERS ,45OVE GARAGE NEW DO MERS NEW DORMERS CTN2Sa2 1).N.2832 ' ' 00 0 � Ell � l PROPOSED RENOV,4TIONS FRONT ELEVATION MR-4 I"IRS CROWLEI' SCALE 1/4 = i'o l 240 CNULCKLES UJAY MARSTON MILLS M4, PAGE I �, e, DESIGNER/5UILDER JOHN G VIEIRA DORMER DORMER DORMER 1.4'0" GL WINDOW STORAGE 5EAT DN GLOST STORAGE OL GL WINDOW 5EAT BATH REMOVE NEW 5EDROOM 3 EXI5TINGr c'J 5EDROOM 22'0" NEW MA5TER BEDROOM 1/2 GIRGLE g � �� WI DOS 12'0" NUJ 3 � +BALL BEDROOM 2# 18Toll ADD AFFOX 2'&" TO GL IUALK IN ROOM WITH NEW GL GL DH20310 DN28310 FROFOSEID 2NED FLOOR FLAN 5GALE 114 = 11011 RAGE 2 AJ DESIGNER/5UILDER JOIN C VIEIRA EVES CLOSET D CLOSET CL CL 5ATH ATTIC AREA 45OVE GARAGE MASTER 5EDROOM SEDROOM 2*1 P�DR'OOM 3� CL CL EXISTING 2ND FLOOR FLAN SCALE 1/4 = 1'0'' RAGE 3 401 r LEFT ELEVATION SCALE 1/4 = 1'0 F4GE 5 I i DESIGNER BUILDER JOHN C VIEIRA REMOVE EXISTING ROOF ON GARAGE IN REAR ADD FULL DORMER FOR NEW BEDROOM ABOVE GARAGE ❑ El ❑ EXISTING ROOF LINE ❑ ❑ REAFR ELEVATION SCALE 1/4= 1'0" PAGE ro i ROOF SECT I ON CORA VENT ROOFING 5l4 I NGL E S 30 LP FELT PAPER 2XIO RIDGE ALL DORMERS 5/0 CDX PLYWOOD 2X10'S Iro"OC RAFTERS ROOFING- SHINGLES HOC 30 LE3 FELT PAFE!R R-30 INSULATION — 5/0 CDX PLYUJOOD 2X10'S COLLAR 2X10'S lrc,"OC RAFTERS 211 TIES STRAPPING lr"OC 2X8 HEADERS R-30 INSULATION SOFFIT VENT/ WALL SNEETROCK R- 13 INSULATION SECTION 2X4'5 I&"OC SNEETROCIG 5/8 UNDERLAYMENT 1/2 CDX PLYWOC)E) R- 13 INSULATION �5/BCDX SUElFLOOR TYVEK PAPER 2X4'5 1(�5, "OC UJHITE CEDAR SIDING 1/2 CDX PLYWOOD R- Is 2X10'5 lro"OC 2"SOFFIT TYVE< 1=APER INSULATION VENT L VL 2=14"X13/4 WHITE CEDAR SIDINGS FIRECODE SHEETROCK EXISTING GARAGE AREA XX SECTION SCALE 1/4= 1'O"