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HomeMy WebLinkAbout0252 SCHOOL STREET - Health (252 School Street _ cotuit } 020 063 i I ~ TOWN OF BARNSTABLE L4 -_'LOCATION �. sm&a O.r-�, SE,�WryAGE# VILLAGE C,O�Ui f ASSESSOR'S MAR&PAORK �— INSTALLER'S NAME&PHONE NO. -1,4-,re,2� SEPTIC TANK CAPACITY �n � 25$.S LEACHING FACILITY.(type) -7&2o&/t« (size) (oD JP/W NO.OF BEDROOMS .S OWNER S f - ' PERMIT DATE: 67Lkilky COMPLIANCE DATE: T 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 feet of aching facili Feet FURNISHED BY Or 1. EI- � 3 . rA/ A I'1':y as t gOx t . /v 0''f' �� S;C l c No. - 1 4) l 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: " PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(ppritation for Misposai 6pstem Construction 3permit Application for a Permit to ConstructY) Repair( ) Upgrade(Abandon( ) ❑Complete System ❑Individual Components- Location Address or Lot No.,;15a _SC4,m) _Y-f• Owner's Name,Address,and Tel.No. M gdtj Assessor's Map/Parcel P3C6 3Z,� Installer's Name,Address,and Tel.No. J�0 ,4 Designer's Name,Address,and Tel.No. Type of Building: 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) gpd Design flow provided S'S Pi gpd Plan Date Number of sheets I Revision Date JuL Title Size of Septic Tank �� ;,� �_ j4i� Type of S.A.S. F c4 j, Description of Soil� L. /, � Se �_ 6:% Nature of Repairs or Alterations(Answer when applicable) t 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 d of Health. igne Date L Application Approved by Date a/�N l Application Disapproved by Date for the following reasons Permit No. Q C1/y Date Issued a� Q—y b l `" No.- V1-7 ~© ! 1 w,�° Fee THE COMMONWEALT ,OF MASSACHUSETTS Entered incomputer� es PUBLIC HEALTDIVIS.ION - TOWN OF BARNSTABLE, MASSACHUSETTS S application for Misposal *pstem Construction Vr,,,its Application for a Permit to ConstructV) Repair( ) Upgrade(Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No..;157cX ScA- m I S-f Owner's Name,Address,and Tel.No. (►1 ce(,i Lce, r Ewr 1 Assessor'sMap/Parcel P3/ 'U�>v Installer's Name,Address,and Tel.No. J)q-SoM A•_%X/Za— Designer's Name,Address,and Tel.No. ,627 Type of Building: DwellingNo.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) M*Other Type of Building No.of Persons Showers( ) Cafeteria( ) Otlier Fixtures �n Design Flow(min.required) r'y 6 gpd. Design flow provided _ 8 gpd Plan Date vZ� IGl_l_I_� Number of sheets ( Revision Date (JIA t Title f 001 ec_ 4 3oS' 0 1 Size of Septic Tank /,�Oa �A�t vo,, f}a.e� Type of S.A.S. F�c.{� ki1=�i„� ' *' Description of Soil s / LQ a ,Se-c- �a Nature of Repairs or Alterations(Answer when applicable):Q �KJLAA hXX,7 r t l r Date last inspected vl �i 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 rd of Health. igne Date cp Application Approved by Date Application Disapproved by Date for the following reasons Permit No. C) Date Issued -- -------------------- L -----_ =------------=-- ---------- =------ ----------=--------------------------------------------------- - troo" ° �� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ©� Ceftifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded ) Abandoned( )by `--at- 2. 3-. s[u-40 , (ice tt(�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoQ/U'G y dated J y I�C/ a� Installer -• Designer #bedrooms S Approved si flow S5 gpd The issuance of this permit h I no*estrued as a guarantee that the system w o as designed. Date Inspector r f No. t*c)/'-) —G L/ Fee /5G THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS MispoSaf *pstem Construction permit Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( ) System located at o2�j o`+. ,-w t }4. Cc_w r—A 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 mu t be com leted within three years of the date of this ermit. Date Q� ��`, Approved b Commonwealth of Massachusetts ■ -'� 100194747 \ Asbestos Notification Form ANF-001 Decal Number Important:When filling out A. Asbestos Abatement Description forms on the computer,use 1. a. Is this facility fee exempt-city,town, district, municipal housing authority, owner-occupied only the tab key residence of four units or less? 0 Yes ❑No to move your cursor-do not b. Provide blanket decal number if applicable: use the return Blanket Decal Number key. 2. Facility Location: HALPIN ,,- 252 SCHOOL STREET r -� a.Name of Facility- `—`b:StreetAddress----' , p IMA 102635 c.City/Town - d.State e.Zip Code f.Telephone Number i INSTRUCTIONS 3. Worksite Location: 1.All sections of this EXTERIOR form must be a.Building Name/Building Location b.Building# c.Wing d.Floor e.Room completed in order to comply with 4. Is the facility occupied? ❑✓ Yes ❑No DEP notification requirements of 310 CMR 7.15, 5. Asbestos Contractor: and the Division of occupational NEW ENGLAND SURFACE MAINTENANCE 850 WASHINGTON STREET Safety(DOS) a.Name b.Address notification requirements of 453 WEYMOUTH 02189 17813372117 CMR 6.12 c.City/Town d.Zip Code e.Telephone Number AC000196 I ' f.DOS License Number g. Contract Type: El Written ❑Verbal h.Facility Contact Person i.Contact Person's Title 6 JOHN P.VALLIQUETTE I JAS060773 a.Name of On-Site Supervisor/Foreman b.Supervisor/Foreman DOS Certification Number N/A N/A 7' a.Name of Project Monitor b.Project Monitor DOS Certification Number, N/A N/A 8' a.Name of Asbestos Analytical Lab b.Asbestos Analytical Lab DOS Certification Number =0 9. 03/27/2014 03/27/2014 a.Project Start Date mm/dd/ b.End Date mm/dd/ 0 8-4 �N c.Work hours Mon-Fri. d.Work hours Sat-Sun. _0 10. a. What type of project is this? =0 ❑ Demolition ❑ Renovation ❑✓ Repair ❑ Other, please specify: b.Describe 11. a. Check abatement procedures: o ❑Glove bag ❑ Encapsulation �0 ❑ Enclosure ❑ Disposal only _u- ❑Cleanup ❑✓ Other, specify: SHINGLES ❑ Full containment b.Describe -z =Q 12. Is the job being conducted: ❑ Indoors? ❑✓ Outdoors? anf001 ap.doc•10/02 Asbestos Notification Form•Page 1 of 3 Commonwealth of Massachusetts ■ 100194747 Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed, or enca sulated: 0 11530 a.Total pipes or ducts(linear ft) D. I otal otner surfaces square c.Boiler,breaching,duct,tank d.Insulating cement surface coatings Lin.ft. Sq.ft. Lin.ft. Sq.ft. e.Corrugated or layered paper If.Trowel/Sprayer coatings pipe insulation Lin.ft. Sq.ft. Lin.ft. Sq.ft. g.Spray-on fireproofing Lin Sq� h.Transite board,wall board Lin Sq.ft. i.Cloths,woven fabrics j.Other,please specify: 1530 Lin.ft. S ft. Lin.ft. Sq.ft. k.Thermal,solid core pipe SHINGLES insulation Lin.ft. Sq.ft. I.Specify 14. Describe the decontamination system(s)to be used: AS REQUIRED 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2) (g): AS REQUIRED 16. For Emergency Asbestos Operations,the DEP and DOS officials who evaluated the emergency: a.Name of DEP Official b.Title c.Date mm/dd/ yy of Authorization d.DEP Waiver# e.Name of DOS Official f.DOS Official Title N g.Date(mm/dd/yyyy)of Authorization h.DOS Waiver# �e _0 17: Do prevailing wage rates as per M.G.L. c. 149;§26, 27 or 27A-F apply to this project? ❑Yes No B. Facility Description �N =0 RESIDENCE 1. Current or prior use of facility: �o 2. Is the facility owner-occupied residential with 4 units or less? ❑✓ Yes ❑ No SAME 3' a.Facility Owner Name b.Address o o c.City/Town d.Zip Code e.Telephone Number area code and extension �LL 4' a.Name of Facility Owner's On-Site Manager b.On-Site Manager Address Z 0 �Q c.City/Town d.Zip Code e.Telephone Number(area code and extension) ■ anf001 ap.doc•10/02 Asbestos Notification Form•Page 2 of 3■ Commonwealth of Massachusetts 000194747 Asbestos Notification Form ANF-001 Decal Number B. FacilityDescription cont. P (cont.) 5' a.Name of General Contractor b.Address c.Ci /Town d.Zip Code e.Telephone Number area code and extension f.Contractor's Worker's Comp.Insurer Q.Policv Number h.Exp.Date mm/dd/ 6. What is the size of this facility? a.Square Feet b.Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): NESM, LLP Note:Transfer a.Name of Transporter b.Address Stations must comply with the c.City/Town d.Zip Code e.Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removal/temporary site to final disposal site: Regulations 310 CMR 19.000 RED TECHNOLOGIES a.Name of Transporter b.Address c.Ci /Town d.Zip Code e.Telephone Number 3. a.Refuse Transfer Station and Owner b.Address c.Ci /Town d.Zip Code e.Telephone Number 4. IMINERVA ENTERPRISES INC a.Final Disposal Site Location Name b.Final Disposal Site Location Owner's Name 9000 MINERVA ROAD I IWAYNESBURG c.Final Dis osal Site Address d.City/Town OH 1 44688 CO e.State f.Zip Code g.Telephone Number � -O D. Certification �N The undersigned hereby states, under the IKEN FURTNEY �o penalties of perjury,that he/she has read the a.Name b.Authorized Signature �o Commonwealth of Massachusetts regulations 3/10/2014 for the Removal, Containment or Encapsulation of Asbestos,453 CMR 6.00 and c.Position/Title d.Date mm/dd/ 310 CMR 7.15, and that the information NESM, LLP contained in this notification is true and correct e.Tele hone Number f.Representing o to the best of his/her knowledge and belief. o a.Address u h.City/Town i.Zip Code �Z anf001ap.doc•10/02 Asbestos Notification Form Page.3 of 3 TOWN OF BARNSTABLE LOCATION S^/ SEWAGE #P& 9 3 VILLAGE ASSESSOR'S MAP & LOT DaU 0 3 INSTALLER'S NAME&PHONE NO. /n G )Ticw�p-✓ `�, 9�� SEPTIC TANK CAPACITY LEACHING FACII.TTY: (type).lyl ' Alm 744F (size) _I'26a 'X2 NO.OF BEDROOMS S BUILDER OR WNE--' 141 wt PERMTTDATE: OMPLIANCE DATE: 12,L) I o Separation Distance Between the: / Maximum Adjusted Groundwater Table and Bottom of Leaching Facility S r 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 feet of leaching facility), "^� Feet Furnished by Vll a b" 00 f i No. - ----- ---- Fee 130ARD OF HEALTH TOWN OF BARNSTABLE Applicat ion,forVeil Con5truction3permit Appli ation is hereby made for a permit t Co truct (v(, Alter ( ), or Repair ( )an individual Well at: _— Location - Address Assessors Map and Parcel Own r Address SO YAWVa,)A, Installer - Driller Addres Type of Building Dwelling r��� L------- - —- -— Other - Type of Building— ---------- No. of Persons---------------------- Type of Well C-- 5��� �— — — Capacity---- -� — --- Purpose of Well----- �--�1-` '—fit— — — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until e e o e has been issued by the Board of Health. Sidate` 7 Application Approved By — -----------—— - date Application Disapproved for the following reasons:----------- - - —---- - ---------- date Permit No. - -- Issued----------------- - ---- ----_ - date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate Of ConlPhance THIS IS TO CERTIFY,-That a Ind* 'dual Well onstructed ( , Altered ( ), or Repaired ( ) by-------- ----- 7 �Y g2 y --------- --— - -- -- Install at—— - �!G s (fo v _/j------- -- --- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------------Dated---- ----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- --- -- - —-- Inspector---- — - -- ---—--------- a. •, � ! No.'L)c Fee-------------------- BOARD OF HEALTH TOWN OF BARNSTABLE t App[icationforlVeii Cootructionpermit App is hereby made fo . a permit t Co struct (1- Alter ( ), or Repair ( )an individual Well at: ------------------ - J Location.—.Address Assessors Map and Parcel -- Owner Address I Installer — Driller AddresV {Type of Building Dwelling --- -------- Other - Type of Building----- --------- No. of ------- Type of Well C - Capacity- Purpose of Well - -` '`-f '�'"---— Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a-Ce ' 'c e .o, 1'i ce has been issued by the Board of Health. Signed. ---- --- -— --- --- Application Approved By — —------—-— date Application Disapproved for the following reasons: -- ---- -- — - ----------- - --- - 1 � date ' lw\ Permit No. � o� - -- Issued---------------- -------- --- ----- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of ComPiiance THIS IS TO CERTIFY�-hat the Individual ell jConstructed (!� Altered ( ), or Repaired ( ) ----- --------- ---- / Insta11 i at- — j�' /J11C�_ S �O T U� —-------------------------_—_— --- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------Dated---- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. ' �1 DATE---- — - - Inspector-------- - -- -- i BOARD OF HEALTH TOWN OF BARNSTABLE - VeCi Con5tructionVermit a 5 --c©-75 No. --------------- Fee--- — Permission is he y granted to Construct ( ' Alter ( ), or Repair ( ) an I dividual Well av I No. --— �__— SC �d G _ � _' _------ --- - --------------------- ----------- street as shown on the application for a Well Construction Permit �-7 No.--- —--- Dated - /[JC5 Board of Health DATE— i f i No. Fee�J r �d THE COMMONWEALTH OF MASSACHUSETTS T Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0ppYication for 33tgool *pftem Construction Verutit Application for a Permit to Construct( )Repair( )Upgrade Abandon( ) P111complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel BW— O 6 Z CO� a y_._ Installer's Name,Address,and Tel.No. J /'/ Designer's Name,Address and Tel.No. 7 ` 9 Type of Building: 7 Dwelling No.of Bedrooms Lot Size t�Zi / sq.ft. Garbage Grinder(14�0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ^- U Design Flow e7 - gallons per day. Calculated daily flow J 5 ° 7 gallons. Plan Date D Number of sheets ! Revision Date Title �'/ S a� Size of Septic Tank / l>,0 Type of S.A.S. � e 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 Certifi- cate of Compliance has been issued by his oar f�Hlth Signed Date Application Approved by Date . I �GIL G Application Disapproved for the following reasons Permit No. 3 Date Issued ®'Z CJ L f ------------ / WYEZ;i =f; 0 0 No r lD a E ._. Fee / i � .rywx . 1 , � T � � , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i es �.Y -PUBLIC HEALTH DIV191ON TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for -Migogal 6pgtent,-(t`ongtruction Permit t Application for a Permit to Construct(_ ')Repair( )Upgrade Abandon( ) [! Complete System ❑Individual Components Location Address or Lot No. Z Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. f -77/` 3�� Type of Building: Dwelling No.of Bedrooms Lot Size 37,®p/7 sq. ft. Garbage Grinder( Q Other Type of Building e✓JGB No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow z ( gallons. Plan Date's 9 /y D�� Number of sheets Revision Date ' Title S/7�,dhf ' Q Size of Septic Tank ---Type of S.A.S. 7 G4,11Z,-fC �CNIJ�S Description of Soil �� Z 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 j in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by. is oard f fi�th, IIi Signed • Date Application Approved by Date Application Disapproved for the following reasons I Permit No.J�—�``� — �0 a 3 Date Issued O / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ; Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal Sstem Constructed ( ) Repaired ( )Upgraded Abandoned by r 4 Q�L5 ' at Z G GQQ S �� l �' has been construc in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a©o` -G:Z3 dated i ^n Installer Designer The issuance oft peer it shall not be construed as a guarantee that the s to w' function a esigne�j�. Date lad l U `l Inspector~- �d�`'T� V� �3------------- No. ------------.Fee / ` THE COMMONWEALTH OF MASSACHUSETTS { PUBLIC HEALTH DIVISION- BARNSTABLE., MASSACHUSETTS Mi.5pogar *V! tem Congtr •ction Permit Permission is hereby granted to Construct( )Rep 'r( )U grade )Abandon( J) System located at Z 7 Z `��� .� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 ate of this p I . - 1 Date:_. I - �/U Approved by- Town of Barnstable Regulatory Services ,'.. Thomas F.Geiler,Director g Public Health Division 9%, .tee Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Desi ner Certification Form Date: 28 Sewage Permit# 200N— 623 Assessor's Map\Parcel M&p zo FL G3 Designer: 5kqhea A 1. ;lss Installer: Bordoto H-; C*-,%b1rvchen1 Address: 20 x4yr. N idz t ka Im rw Address: Po. Gox 70Y A, 024515 rs 26 S Y'&' T On I 1 1 t B( 200 4 'B bf+6 to 6 i Cnr ch Q i" was issued a permit to install a - (date) (installer) septic system at ZS? Sclwet 5 hnaad, Sd+z it based on a design drawn by (address) 5ksp hw, A. dated T/! (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 revision or ce ffied as-built by designer to follow. �H Of �.. q STEPHEN yG _ ALLYN rM W4LSON (Installers Signature) No.30216 /OAIAL 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:HealdVSeptic/Designer Certification Form 3-26-04.doc TOWN OF BARNSTABLE LOCATIONSC4rC SV SEWAGE #o?C?y ?3 VILL AGE ��a ASSESSOR'S MAP& LOT D a iJ L74i 3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY > LEACHING FACILITY: (type�l�✓�Ly4�iP- 7 �� .. (size) NO.OF BEDROOMS 5 BUILDER OR� PERMTTDATE: t4 COMPLIANCE DATE: 12 2 z o Separation Distance Between the: / Maximum Adjusted Groundwater Table and Bottom of Leaching Facility S T 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 feet of leachin facility) '� Feet Furnished by ,2 , o aqb 53�., i 00 �a d abq i ° a COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PRO I f NOV 4 2003 VED TOWN OF BAR.NSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 252 School Street MAP c) Cotuit Owner's Name: Tom White PARCEL Owner's Address: LOT 06 Date of Inspection: 10/14/2003 Name of Inspector: (please print) Kevin J.Sullivan Company Name: Ready Rooter Mailing Address: P.O.Box 371 Sandwich,MA 02563 Telephone Number: (508)888-6055 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The System: Passes _Conditionally Passes Needs Further Evaluation by the Local Authority Fails Inspector's Signature: i 2^ Date: ��`�'y'00 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. f Page 2 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 Inspection Summary:Check A,B,C,D or E ALWAYS com lets all of Section D C. System Passes: I have not found any information which indicate hat any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure cri a not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined (Y,N,ND)in the for the following statements.If"not determined"please explain. rl-) The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: 'Y Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will.pass inspection if(with approval of Board of Health): _broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced 03 a ,*ND explain: a 3-~ a _ r\} The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: a Page 3 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 C. Further Evaluation is Required by the Board of Healt Conditions exist which require further evaluation b e Board of Health in order to determine if the system is failing to protect public health,safety or the environ t. 1. System will pass unless Board of Health d rmines in accordance with 310 CMR 15.303(l)(b)that the system is not functioning in a manner w ch will protect public health,safety and the environment: _Cesspool or privy is within 50 f of a surface water —Cesspool or privy is within 50 t of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Wat Supplier,if any)determines that the system is functioning in a manner that protects the public health afety and environment: _The system has a septic tank and soil absorption syste (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply _The system has a septic tank and SAS and the SA is within a Zone 1 of a public water supply. _The system has a septic tank and SAS and the AS is within 50 feet of a private water supply well. _The system has a septic tank and SAS and a SAS is less than 100 feet but 50 feet or more from a private water supply well'`. Method used to d ermine distance "This system passes if the well water anal y is,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indi es that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate itrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the alysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _AZ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ,/ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _,Z Static liquid level in the distribution box above outlet invert due to and overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than %:day flow _ _jZ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _Z Any portion of the SAS,cesspool or privy is below high ground water elevation. Z Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] '!HQ) (Yes/No)The system fails. I have determined that one or more of the above criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system most serve a eility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the fol wing: (The following criteria apply to large systems in additi to the criteria above) yes no the system is within 400 feet of a surface king water supply the system is within 200 feet of a trib to a surface drinking water supply the system is located in a nitrogen nsitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone lI of a public water supply 11 If you have answered"yes"to any quesh n in Section E the system is considered a significant threat,or answered "yes"in Section D above the large syst has failed.The owner or operator of any large system considered a significant threat under Section E or led under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should co tact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _ Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? _/Has the system received normal flows in the previous two week period? � Have large volumes of water been introduced to the system recently or as part of this inspection ? _fj1 Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS, located on site? Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? _ Was the facility owner(and occupants if different than owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No _ Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Page 6 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents: CD Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system (yes or no):� s[if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use: (yes or no): .s Water meter readings,if available(last 2 years usage(gpd)): --:)c=K�3 s fir{ Sump Pump(yes or no): -j Last date of occupancy:L' C t COMMERCIAIANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): d Basis of design flow(seats/persons/sq t etc.). Grease trap present(yes or no):_ Industrial waste holding tank present(y or no): Non-sanitary waste discharged to the e 5 system(yes or no):_ Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as part of the inspection(yes or no):�- cn i Y If yes,volume pumped: Qallons--How was quantity pumped determine Reason for pumping: TYPE OF SYSTEM _Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system (yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval her(describe): ����: � Approximate age of all components,date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):&,—K) Page 7 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 BUILDING SEWER(locate on site plan) Depth below grade: 3 ` Materials of construction:_cast iron A PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): . {: ✓(locate on site plan) Depth below grade: Material of construction: concrete metal_fiberglass_polyethylene v6ther(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth: Distance from the top of sludge to bottom of outlet tee or baffle: -- Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): cX--;54.c wC a =Q 4^ isXI GREASE TRAP: (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fi rglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee baffle: Distance from bottom of scum to bottom of o let tee or baffle: Date of last pumping: Comments(on pumping recommendation inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of I age,etc.): Page 8 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 TIGHT or HOLDING'TANK: (tank must pumped at time of inspectionxlocate on site plan) Depth below grade: Material of construction:_concrete_; I fiberglass polyethylene other(explain): Dimensions: Capacity: ___gall o s Design Flow: ga ons/day Alarm present(yes or no): Alarm level: Alarm in rking order(yes or no): Date of last pumping: Comments(condition of al and float switches,etc.): DISTRIBUTION BOX: (if prese/nto opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(not if box is level and distribtlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: (locate on site 4an) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump c her,condition of pumps and appurtenances,etc.): Page 9 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: _,leaching trenches,number,length: ( •— c,v�,va ot,� -7-b. leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): i �e�x.�.r..�+''� G�.����cry« <, i�tA•td��,`� �� ��i G o�P'``i'.'�.+�✓\ A CESSPOOLS:J,,#"(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: — Dimensions of cesspool: 51 Ac 5 Materials of construction: ��,�� Sea.<<s� , Indication of groundwater inflow(yes or no): ^ Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etcsp� .): a . c PRIVY: (locate on site pla Materials of construction: Dimensions: Depth of solids: Comments(note condition f soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): • Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. rca�n'T" CA 1 bcv -J&a G7��0 J Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 252 School Street Cotuit Owner: Tom White Date of Inspection: 10/14/2003 SITE EXAM Slope Surface water Check cellar✓ Shallow wells Estimated depth to ground waterer feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record—If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with the local Board of Health-explain: Checked with local excavators, installers-(attach documentation) —,,.Accessed USGS database-explain: ,rvyz..� You roust describe how you established the high ground water elevation: - C e Savg!a1 3 .0.rM airy ^'C`i` C So. L*.•:Vl 3G_4'• I Re ooter October 24,2003 Tom White 252 School Street Cotuit, Ma Re: Title V Inspection"Notes and Comments The septic system at 252 School Street, Cotuit, Conditionally Passes if the outlet pipe for main cesspool(#1 )is replaced by a licenced Title V System Installer w/appropriate permits from the Board of Health. The System does not meet any of the"Failure Criteria" at the time of inspection. The Soil Absorption System was not located or excavated due to the damaged outlet pipe. Location and type of SAS. should be determined at time of line replacement. If no SAS. exists, system will be considered a single cesspool and will Fail Inspection. There are two(2)cesspools on this property possibly sharing the same SAS. Signed: Kevin J Sullivan APPLY CAULK OR' �///y//(�J/may ©�� �/ `� 1 ' SEAMS ANDTHE TYPAR 1 Iy .. T' " VAPOR BARRIER v INSTALL TWO FULL HEIGHT STUDS S TWO JACK - - P APPLY CAULX OR STUD AT EACH SIDE OF ALL ROUGH OPENINGS 14'-0' Ib'-6 12 I4'-5 V2' ILI �C� APPLY CAULK OR ADHESIVE UNDER _ AOHESIVE WHERE PLATE INDICATED WINDOW 4-4' 5-4 _ 4.4- TYRA7 A6 . 2 x s WALL WALLS S CONCRETE VERTICAL BARS . A +� /^. ATA49'' ST FROM OUTSIDE . JACK STUD AB FA(C)E OF VYALL GRADE BO BARS MIDD E OF WALLA(S'-0 ALL POUR) 'y SON IA CO TO 4'0" TVP 120'x 12"CONCRETE FOOTINGS DETAIL AT FIRST FLOOR ROUGH OPENING DETAIL ---- ; SMPS GRADE. SE W12.41a=1' . : ZMAXPOST BASE ____________ __ __ _ _______ . SCALE:12"=1'-0" SCALE:12 =1'_U" FA a w p TEN -- --- - p -C-,' TO TYP- TIESSONH2.5 AG A6 - . BEAM - --PKT'--- (2)P.T.2X1D'S LUS 2 P.T.2X10'S FLU H .p TV. Q P B 4 BASEMENT ! P.T. J J _------------ TYPICAL x 46'x 2C 11 7/B'1,JOISTS®16"o.a(TJI210) CONCRETE FOOTING - ' W-T I/2' B' - BASEM - FULL ` - --- --- --- IBEAR . WINDOW m ry - BASEMENT BTEEL BEAM- .. - 2-1 !4" 11 �/B" (4"CONC.SLAB WI6 MIL _ _ _ POLYVAPOR BARRIER) TYPICAL de"x46'x24" -CONCRETE FOOTING TYPICAL4x4x12"HSS - POSTW/BxBz&4"STEEL PLATE m UNDER ENDS OF STEEL BEAM— BEAM 9 PKT. STE L 'S 0. EAM - _ TYPICAL46"x48- 24' ' TYPICAL 4V'x46" 24" . -� - CONCRETEF NG i___ ___ CONCRETE FOOTING L 2- 3/ X71 T VL ^ - L p BASEME BASEMENT - 4 x 4 1/4"HSS i WINDOW _ POST - B'-B 1/4- ------------- CONCRETE FOOTING _ _ ----- KEY__ __ - - TYP. TYR I SIMPSON STHD14 n B BEAM I I PKT. PKT. i STRAP PER 21'-4• P- - -Zd INSTALL SR'ANCHOR BOLTS AT 42'0.a MAX. DOOR DETAIL O.H.� - S EL ()P. 2%1 S(F ' ' W/SIMPSON BPS SR-3 BEARING PLATES PLACE BOLTS WITHIN 6'-iS OF EACH - CORNER AND TOA6"MINIMUM DEPTH `4 _ 4 3s"WIDE OPENIN P ' TY FOR ACCESS TO CRAWISPACE Q: __ _ BXISVENT - - - 3.�. C_ Z GARAGE -------------- STRAP r (6"CONC.SLAB ❑ - - PITCH TTO O.H.DOOR - SIMPSON STHD14 W/Ex E WWF EMBEDDED) _ PER O.H. -DOOR DETAIL P.T.2X111S @ 18°o u TYP.'B"CONCRETE FROST WALL. `----------- ------------; Q P.T.2 xSILL WI SEALER 00 - raTIB" ------------ ---R C B = 7 6 SIMPSONR0. . --------------------___________________ Wl2 20"x 12"CONCRETEFOOTINGSLGRADE STRAP PER O.H. A - W/2 x 41�Y TO BE 4'd BELOW GRADE ANCHOR BOLT DETAIL DOOR DETAIL A6 SCALE:12"=1'-0" FOUNDATION / FRAMING PLAN THE DESIGNER SHALL BE NOTIFIED IF ANY ERR ORS OR OMISSIONS ARE FOUND ON SCALE: DRAWING NO. �Q� COTUIT BAY DESIGN, LLC NEW HOUSE FOR: HALPIN THESE DRAWINGSPRIOILDING START OF 43 BREWSTER ROAD CONSTRUCTION.IBLEF RTH CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/411- IN THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 E"CEOLITNssDESIGNER ANY o N oNs. PH.(508))274-1166 252 SCHOOL STREET I THESE DRAWINGS ARE SOLELY FOR THE USE FAX(509)539-9402 I THESE THE OWNER AWINGSNOTED.ANY QUIRES THEW USE N DATE C OT U I T, M A ARC ITECTURAL REQUIRES THE WRITTEN C CONSETNNTOFTH DESIGNEENRUND RRTHE 2/06/2014 Al i 1 iL � WINDOW SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 14'-0' I6,.6 V2• H'-s u2' A MARVIN CUDH2626 2'-8 3/8"x 5'-0 7/8" DOUBLEHUNG - - - B CUDH CUSTOM 4'-0"X 6'-0" DOUBLEHUNG CUSTOM B'-R• :'a• 3'-3• B*-9• a'-6 e'-o In• B•-O uY 4•-s ur 4'-5 I/2• a'-s ui• B o Irz•' C CUAWN2424 2'-1"X 1'-11 5/8" AWNING CENPA 1O ABOVE ED 1, p D 7"CUFCA5654 4'-9"X 4'-5 3/8" - CASEMENT (VERIFY ETAILS GABLE E CUDH2624 2'-8 3B"X 4'-8 7/8" DOUBLEHUNG W/OWNER) C F CUDH2620 2'-8 3/8"X 4'-0 7/8" DOUBLEHUNG HLA C 8 G CUAWN3024 2'- X 1'-11 5/8" AWNING - A6 A7 A6 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O.'S B B B B WITH WINDOW MANUFACTURER PRIOR TO ORDER PLACEMENT }— - 2.MARVIN CLAD ULTIMATE INTERIOR/EXTERIOR c 9 IP DECKING D /]' S I/ B I/x" D W/STORMPLUS GLAZING.SIMULATED DIVIDED LITES&SCREENS AS p VERIFY ALL DETAILS W/OWNERS I A B B A A _ C A SUNROOM 4 POR H B - (VAIAjED CEIUNO) IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS 3�1`e B MARVIN ULTIMA O 12038 OOUSLE - CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION FR CH DooR - TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) BEDRO M#1 --=4-D•/I B - - FENESTRATION SKYLIGHT CEILING WOODL7AMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL UiACTOR LLFACTOR R•VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE _ R 0.35 0.80 w 20 30 - 'IW13 10(2FT.DEEP) 103 _ o WIT BREAKFAST •'•; — EAR NOOK NOTES: ------L -------- ---- -- 1.R-VALUES ARE MINIMUMS&UFACTORS ARE MAXIMUMS. _ }- - 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR MARVIN ULTIMATE OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL O 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS S BI-FOLD DOOR C UP �p� �I]l A oq 4 � R —1 _ .. - U I n GAS FIREPLACE n - (VERIFY ALL F.P., SURROUND& .HEARTH DETAILS t . y -® W/OWNERS) VENT FAN X4'-T T r� (VERIFY KITCHEN 4 q V� E LAYOUTW/OWNER LIVING ROOM \ \ \_ _ FIEF (VAULTED CEILING). Il`"l/�'q KITCHEN ON. ND �— - NOTES: 3 -.1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS e• wcoLUMNs p ___-_&DIMENSIONS IN THE FIELD C A - - . 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 't °• ®__ -- --===_-- n DETAILS,&FINISHES IN THE FIELD WITH OWNER a - 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT --� ---------------- I ---- (-` v FIRST FLOOR TO BE V-10"ABOVE SUBFLOOR ON F.F. A I A &Ve"ON THE SECOND FLOOR ________-___ ° m 2'•4I B'-3^ 2a112 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS coNc ( 's q STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 APRON _ e - c x 5.) 110 MPH EXPOSURE B WIND ZONE,2.25 ASPECT RATIO - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, _ INN OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 4 0 ( 7.) ALL LVL LUMBERBEAMS TO BE 1.9e U480 LOAD § 4 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINERING& 9 SURVEYING FOR ALL PROPOSED&EXISTING DETAILS a J 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS - ------- ---c' GARAGE # I� 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 4 - - - O A �-, A A FRONT L(VERIFY DECKING AND - TO BE 3000 PSI ��• g'a• _3• 2-0' RAILIrki MATERIALS W/ - - 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE g GRC' OWNERS)7 DURING FRAMING CONSTRUCTION a'_e° IPEDECKING 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE d - - 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE 4 S 22'0• Iro• B'-D•- B•o• VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES < q 14•)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" m - - &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS . I 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING m _________ - 9 a SOUCAREM TAPERED VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS - wiP.r.&:ePOSTS W/OWNERS PRIOR TO START OF CONSTRUCTION A A 16.)VERIFY ALL LANDSCAPING DEATILS W/CONTRACTOR&LANDSCAPE g A I A ®SMOKE DETECTOR DESIGNER/CONTRACTOR IN THE FIELD y.o• a'o° a'-Io I.. s1 a'-Io IQ^ u'-s 3/a° e'-II^ T'4 14^ ©CARBON MONOXIDE DETECTOR SQUAREFOOTAGE FIRST FLOOR WITHOUT GARAGE 1597 ) a'-o' I94• _ �e'o^ NQ HEAT DETECTOR GARAGE 469 FIRST FLOOR PLAN TOTAL FIRST FLOOR 126 71 TOTAL SECOND FLOOR 1260 i- TOTAL SQUARE FEET 3326 THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON COTUIT BAY DESIGN. LLCNEWHOUSE FOR: HALPIN THESE DRAWN TO START SCALE : DRAWING NO. CONSTRUCTION.THE ONSTRUCTI N.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL ICE RESPONSIBLE FOR THE CONTENT 11= .11 N MASHPEE MA. 02649 c THESEMMEN'eswmoui CONSTRUCTION ON TTRNUCCi THE 1/4 1 -0 PH.(508)274-1166 252 SCHOOL STREET THESE RAWINGSMESOLELYFO THE USE /� FAX(508)539-9402 `/A, THESE ANY OTHER USE EOF DATE : /� COTUIT, MA THESE DRAWINGS EDESIGNER THE MITTEN CONSENT OF THE DESIGNER UNDER THE 2/06/2014 ARCHRECTURAL COPYRIGHT PROTECTION ACT OF 1990. ' 9 O' Ib'-6 Ir" - 19'-3,Ir" •- ------- (SHED DORMER) - s,-6, y-v, , m , ____ F___ ___ E - . O � " --- - -- ----------------------- ACCESS PANEL 13_I• _I01- Y E }II VAULTED - _ CEILING - E BEDROOM#2 BEDROOM#5 < BELOW Y DN © 4 Q % CLOSET c CENTERED J ABOVE . G o UN N v HALL >R _ --' .B" GABLE c C MET C i �— `- __T ---- - - D -------------- 4 c © LOSET, m X IN TUB TUB tV _ F . G. 9'fi Ir• =Ir' 3'-B° 6'-T 3/4' 6'-T 3/4' .. NTFAN A - OUTSIDE - - Nf FAN 2'17(B'-8• E CLOSED © BEDROOM _ 3 B'-6 I/2' C. 12'-1' o = BEDROOM#3 C F Q F F Q m rl m------- _---'P ..------- n C -k-- 7 B A E I E .. 6 6'-z Ir" 2'-T' SQUARE FOOTAGE 9'-°' ITS'-0° lo'C" TOTAL SECOND FLOOR 1280 (GABLE DORMER) ISHED DORMER) SECOND FLOOR PLAN THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OROWSSIONSAREFOUND ON SCALE : DRAWING NO. ®Q� COTUIT BAY DESIGN, LLC NEW HOUSE FOR: HALPIN THESE DRAWINGS PRIOR TDSTMTTR 43 BREWSTER ROAD CONSTRUCTION SIBLE BUILDING RTHE ON CONTRACTOR 1/41I WILL BE RESPONSIBLE FOR THE CONTENT IN MASHPEE MA. 02649 252 SCHOOL STREET DESIGNER OFAN ERRORS IF NSff ONSSN .I COMMENCES DRAWINGS ARE NOTIFYING THE S. PH.(SOS)274 '166 THESE DRAW NGS ARE SOLELY FOR THE USE FAX(508)539-9402 TH THE OWNERN OTED A S OTHER USE O ^ /Ae® OF DATE :DATE v Y ®TUIT, IYI/ \ CONSENT OF T0.4 DESIGNER WRITTEN A3 AR HITETOFTHEDESIGNERUROTECTI 2/06/2014 ARCHITECTURAL COPYRIGHT PROTECTION ACTOF 1590. r4 1 1: TYP.RIDDEVENT 1 1 . TYP.ARCHITECTURALGRADE ASPHALT ROOF SHINGLES (VERIFY COLOR WI OWNERS) 12 TYP.AZEK 1 x 81FLYING RAKE" BOARDS W/1 x 3 DRIP fl 1.4SUB-RAKE TOPOFPLATE -- -._--.-.- -- -_- AZEK . PEDIMENT HEAD (fYP.AT FRONT ELEVATION) 10 AZEK 1 x 8 FASCIA W/ ALUMINUM GUTTERS -_-- B LEADERS TO DRYWELLS El SECOND FLOOR - SUBFLOOR -- AZEK 514 x 10 FRIEZE BOARD EM -- - ® AZEK 1 x6 CORNER Y _ 11��11 ii YY BOARDS . A2E111 x 4 TRIM AT WINDOWS W/2"SILL . FIRST FLOOR --- ._-- _---- - -_ SUBFLOOR -- -- ' W.C.SHINGLESIDING. - IPE DECKING MAIBEC DOUBLE DIPPED (VERIFY COLOR WI OWNERS) VERIFY FRONT ENTRY DOOR DETAILS, MATERIALS,MFR W/OWNERS 12'SOUAREDTAPERED FIBERGLAS COLUMNS W/PTBKBPOSTS FRONT ELEVATION12 S./-F - KS V-GROVE BOARD -- _-_ 17 BUILT-OUT TO BACK - SIDEOF �4 9M AZEK BUILT OUT TOP OF PLATE - -WITH 1X TAPERED CAP-- CUSTOM A2EK BRACKETS 12 _ -- - F ALUMINUM SECOND FLOOR . SUBIFLOOR TOP OF PLATE _- � Ju --- 'L FIRST FLOOR SUBFLOOR W.C.SHINGLES RIGHT ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS ORDRAWINGS OMISSIONS ARE FOUND ON SCALE : .DRAWING NO.: COTUIT BAY DESIGN, LLC NEW HOUSE FOR: HALPIN THESTRCT11 .THESILDINGONTR 43 BREWSTER ROAD WILL BE UDTK3N.TISLEFOR THE CONTENT IT WILL BE RESPONSIBLE FOR THE CONTENT 1/4"- 1'-0" MASHPEE MA. 02649 (COMMENCTHESrES WITHOUT NRAWINrS IF OFYING TRUCION PH.(508)274-1166 252 SCHOOL STREET THESE DRAWINGS ARE SOLELY FOR THE /\ 88 (�TT DESIGNER OF ANY ERRORS OR OMISSIONS. /`''` FAX(50 539-9402 - `/A' OF THE OWNER NOTED.ANY OTHER USE OF DATE C O T U I T MA TCONSENT OF HESE DRAWINGSTHE REQUIRESSIGNER THE WRITTEN ' - I ACTHITECT.�DESIGNER PROTECTION 2/06/2014 ACT OF 19TURAL COPYRIGHT PROTECTON 'L 7YP.RIDGEVENT .. TYP.ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES - - . 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T WINDOWS CARRIAGE STYLE O.N.DOOR VERIFY ALL DETAILS W/OWNERS LEFT ELEVATION I - - - THE DESIGNER SHALL BE NOTIFIED IFANY PIN ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW HOUSE FOR• H/A CON57TiUC110N.THE BUILDING CONTRR ACTOR®Q 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4"= 11-011 IN MASHPEE,MA. 02649 COMMEE ES DRAWINGS IF CONSTRUCTION PH.(508)274-1166 252 SCHOOL STREET THE EEDRA�S ARE SOLELY FOR THE USE US FAX(50 )539-TfO2 A DESIGNER OF ANY ERRORS OR OMISSIONS. COTU IT, I�/ • OF SE DRAWINGWNER REQUIRES IRESANY THEWR`TTE DATE] CONSENT E REQUIRESTHE RTHEEN 2/06/2014 CONSENT OF THE DESIGNER UNDER THE G A5 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 11190. I coHr.woGEVEN 1 TYP.ROOF CONST. -2 x 12 ROOF RAFTERS @p IW o.c - - -5/W COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES - - - -15LB.FELT PAPER -1P'HI-R BATT INSULATION ®SLOPED CEILINGS(R-W) 12 -1a FLAT INSULATION TYP.ROOF CONST. 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SUBFLOOR I LIVING 3.6"(R=20)BATTINSULATION 11 7M-1-JOISTS®iW'c.c. 4.10 GYPSUM BOARD TOP OF PLATE S.W.C.SHINGLE SIDING 4-2.12 BEAM MULTI-LVL BEAM MULT-LVL BEAM - S.TYVEK VAPOR BARRIER MULT4lVl BEAM (BEYOND) ].6 MIL POLY VAPOR BARRIER FASTEN COLUMNS TO BEAMS W/ - MANUFACTURERS SUPPLIED HOLD 1 rte BEAD BOARD i DOWN HARDWARE- 1 &RECESSED - LIGHTING m FRONT 10"DIA FIBERGLASS STRUCTURALCOLDMNS-. PORCH CLOSET - SUNROOM _ 114'T BG PLYWOOD FIRST FLOOR IPE DECMNG _ SUBFLOOR-GLUED It NAIL SUBFLOR j 3-P.T2x10'W/ ' P.T.2x1Bs®1W'o.c 11 7,WI JOISTS®1Wo.c AZEK FASCIA V.�. . wmm S•BATT INSULATION(RHO) STEEL BEAM STEEL BEAM - . 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LLC NEW HOUSE FOR: HALPIN ERRORS pR OMISSIONS ARE FOUND pN SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRA` WILL BE RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD 1 = 1'-0" MASHPEE,MA. 02649 COMMENCESWIT OUT NOTIFYING THE PH.(508)274-1166 252 SCHOOL STREET TTHHEENDRAWINGS ME SOLELY OIRTT10EpU' FAX(50 )539-9402 DATE : �� COTUIT MA CONSENT F THE DESIGNER THE THESE DRAWINGS REQUIRES THE WRITTEN 2/06/2014 CONSENT OF THE DESIGNER UNDER THE 1 AARCHHIITECCTTURAL COPYRIGHT PROTECTION ly N. ` ` \\�44.0 t 44.9 ` \ \ E N t t t o �O WOODED N. \ \ \ t 1 1 46 45.5 `�� \ \`� .\ ..N43:�s. \` �\ti \`\\\ r h x\43 `•, \ t t PIZ6.8 x 46.3 46. G L `` ��` \�\�\�1 o 0"01`WHITE OAK `.; `"N ` 44.9�\ t\ x 'x 43.2 ,47 - x 47.1 `\ 1 `\ 1 x 46.4 O LOT 30 x 4b,1 �� x 45!7. PLAN BOOK 15 PAGE 67 ) FLAGGED h N/F HARDY LAWN 10"0 OAK. WOODED 47.0 47.3 � x 46.9' k , 4 7.0 x 47.0 x 46.7 \�') x A7.1 47.2 46.8 �7. X 7.0 h �� ` 4 7.0 .M k _ / . .�47.2 x 47.0 �; 46.8 7 a •47. 4 O 9 I 3a.'g LAWN i a6.8 , x / f LOT 26 PLAN BOOK 15 P. i Iplft, ' 46.8 46.6 x 46.6 x 46, N/F MAD00 k /i 46.7 `46.6 i { 46.9 1 k ` ST / /► I / l N�rN�f 46.7 x 1 4 p/S 47.2 PIT 46.9 ;:p 1?S? 46. i I pep A CqC46.6 + ► /46.5 EL\ GRAV e x O• I WOODED 6.8 46.5 '�/N, 6.5 t �. 6 �� � ,5 �� �? 1FLAGGED a 46.4 6.1 x a6.5 /� r 47.6 4 N �� �� 46.4 46. I 47.1 _ S)f,.. _��5 2; `C d x 46.1 iJ i 6.5 f p 46.0 104000 " tt GRAVEL 47'5 t FLAGGED o 7.4 �Q�3 45.8 46.E R � OOt �4"0 OAK 4 � � � � i AR / �, 46.2 x 4 .3 1 8c O MAG NAIL / y � j1 0 � x 5.7 1 46.E 0� { s 45.8 ON x 41.3 t S.6 I 45.7 4. f ` 45.4 -b 46.2 1O i f � s k APPLY CAULK OR Y ," TAPE AT ALL SHEATHING SEAMS AND THE TYPAR ' VAPOR BARRIER TOWN ... t ti — INSTALL TWO FULL HEIGHT STUDS B TWO JACK 14 STUD AT EACH SIDE OF ALL ROUGH OPENINGS 1 . ._—. _.. .._._ APPLY CAULK OR ADHESIVE WHERE PLATE \. I I f C (�\ •if F tl INDICATED___ --.—. ._. WINDOW , 1 2 x 8 WALL ------- - - NP.B"CONCRETE FOUNOATION 1 h.ULKH�. WALSW/ 0BARSAT 48'o.c 8-7"FROM OUTSIDE6(1ORIZdNTRAD BARALL ATTS--JACKSTUD - 8 WI DLE OFWALL(8'-0"TALL POUR) T/P 20"x 12'CONCRETE FOOTINGS W W/2x4KEY _- - _ \17 NING DETAIL SIMPSDNABU48 _ _ _ __.1 ZMAX POST BA SE DETAIL AT FIRST FLOOR ROUGH OPE7 SCALE.1/2"=V-9' SCALE:112"=T-0" FASTEN JOISTSY TO SEAM W/SINPSC;H2.5047 SEAM TIES \j2) - PKT. (2)P.T.2X1O'S FLUS 2 P.T.2X10'S FLU " TY B NI V P --- �...-' -'— ( , iif i f I' TYPICAAL 31r x 35'x 18• P. 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" , j FOR WIDEESS TO o , NtN , , FOR ACCESS TO i Q - N Ci : - 1 CRAWLSPACE 0X18 VENT' - , , , , , , 1 , , 1 I -= GARAGE - _..... . r (5"CONIC.SUB - E] -- I PITCH 2'TOOH DOOR 3 SIMPSONSTHDI4 W/6x6 WWF EMBEDDED).. .STRAP PER O.H. ' .. DOOR DETAIL —V S®1 _ : V I c , r-r ------ -kd­_r-------T TYP .S"CONCRETE FROST WALL I P.T.2 x 6 SILL VH SEALER Sx__--" ___ SILL A21 LE N �SIMPSO TO , ' F T I I. ' 1 SLLW ANG B Tro• SIMPSON STH011—, �_ __.._..._.-. .... .. ._..' TYP.20"x 12"CONCRETE FOOTINGS i STRAP PER O.H. I A ' W/2 x 4 KEY TO SE r.E BELOW GRADE M�� S ANCHOR BOLT DETAIL201-01 MARK DOOR DETAIL e SCALE:1/2„_V-17, FOUNDATION /-FRAMING- P N ` i HA L P I N RESIDENCE THE DESIGNERS HALL BE NOTIFIED CONTRAC ERRORS OR OMISSIONS ARE FOUND ON SCALE'. DRAWING 0. THESE DRAWINGS PRIOR TO START OF y WILL SE RESPONSIBLE FOR THE CONTENT 1/4" 1 -0 �I c COTUIT BAY DESIGN, LLC ? WUS EKES 0N. IBL BDILaNG CONTRACTOR _ , „ u 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 N CO MBINCNER SWITITHOEn weoaa B oHs. THESE DRAWINGS ARE SOLELY FOR THE USE PH. (506)274-„66 252 SCHOOL. STREET DFTHEDVIt1ERNOTEp.AVYOTHERUBEOF DATE : FAX(50 )539-9402 CAOCHFMO DRAWINGS DESIGNERCOPYRIGHT THE UNDERTNE WRITTEN 3I6/2014 /A' ARCHITECTURAL COPYRIGHT UNDER THE. COTUIT, MA ACT OF low, 1 J, FINISH FLOOR EL 48.13 TYPICAL SYSTEM PROFILE � / WF 1 A- }�\ `\\ .\\ FINISHED GRADE 46.5t NOT To SCALE Z \ \ \ \ \ n '\ _ i n •• ap D CB FND / '� ` ` \\-\� •-{ FINfSHEp F PLAN BOOK 490 PAGE 57 WETLAND DEUNEATION BY \ `� %\ }, . OVER TANK ! 4a.Ot nNISHED F7NI � �� OVER LEACHING TRENCH . GRADE OVER D. BOX • o A.M. WILSON AND ASSOCIATES INC. s � \ \ �. '!' 48.Ot (�a vQ .• e�sch;' N N JUNE 17, 2003 �\ \ \ ` \\` -. 48.Of 40 SCH. 40 PVC •YA� 4" SCH. 40 PVC •CAL) FIRST 2 (TO BE LEVEL) 9 (min) Cover r O 2.0% then O " e :."'^" - �u m \ \ \ \ \ O :.• ( -- ' � 2.Ox 36 (max) Cover 1 ° / \ \ \ \ C+ /� `\ \ '.'s • 02. BABA \ `\ \\\ '\• `C ` \ J V" "� 10• P IEES E _ •6. 2'Lorr 1/8•to1/2• ' • , - (�DLLUt \ �' `\ \ `\ \\ �'' CONSTRl1Cf ACCESS r► 4 SCH. 40 PVC Peostone ✓/ W y I\�� \\\ \\NOTE: t�0\�►-2` \ `\` ro HOLE OVER r 1 ,• ! - _r- -1 f O \ \ �� O !3 Wf MIN 6 FINISH i- i- "� , FtA�FOIINa \ ` �' nerd 6• CRUSHED ►� O s <� fn ! \ `\ �\ \ \ \k �•.r.. REINFnRCt� „ ., STONE BASE 4" PVC G ri ` \ \ \ \ \` \` \ \ FOOTING 0 1'i'J'j/ • � 4 +1." \ .p • • V \` \\\ \ ` \ \ \\ \ \ \ \ \ `\`\` .�^�-{ �1'!'Cii•..:�!-: ••.. .t, t�..,y^j'.f r, '� -• .° \\ 1500 GALLON SEPTIC TANK DISTRIBUTION BOX " ,• •° ` e v �� ` `� \ \ 2, ` 5 MIN TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE No Groundwater Observed O Elev. 31.2 �• M .� / / \ ieq �� \ ` 7.6 SOIL LOGS DATE: JANUARY 29,2004 GENERAL NOTES • LOCUS MAP Scale. 'I - 2000 / do �``~-�• \ \ \ DESIGN SCHEDULE ELEVATION �' - - `,,` `.�\ `\ \ \� P#=P 10,652 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE LOCUS AREA IS COMPRISED OF : c --- - _ _ X N , `, \ `�`.� ��� `� TOP OF FOUNDATION 48.13 \ \•. WITH TITLE V OF THE STATE SANITARY CODE DATED N !, __ �. �:•����•,� �� \ \\ ENGINEER: STEPHEN A. WILSON, PE SEWER INVERT AT FOUNDATION 45.0 ASSESSOR'S MAP 20 PARCEL 63 LOT 28 - PLAN BOOK 15 PAGE 67 ti ___ _ MARCH 31, 1995 ANY LOCAL RULES APPLICABLE. DEED REFERENCE: DEED BOOK 17,955 PAGE 333 / -- ---- _ 2�?< ` �` `` �` `�`\ BOARD OF HEALTH AGENT: DAVID STANTON SEWER INVERT INTO SEPTIC TANK 44.8 / _ " ------ _ ` \ � �.�` \� �`� \` I.4 TEST PIT 1 SEWER INVERT OUT OF SEPTIC TANK 44,5 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY DESIGNING ENGINEER OWNER: THE MCHM REALTY TRUST 30 _ `� -~ \\ \ \ ' DIANE E. LOONEY TR. �\ \ \ \ \ G.S.E. = 42.7 f / �� .�• ,\ �' `, \� `,\� . \ SEWER INVERT INTO DISTRIBUTION BOX 44.2 _ � ��' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLLING, P.O. BOX 152 `-- x`aa g,�`, `\ \`�`\•L \� � • 0• AP SEWER INVERT OUT OF DISTRIBUTION BOX 44.0 HINGHAM, MA 02043 LOT 28 \ \ \ \ `\ `\ ``\ \` ` \` \`\ SANDY LOAM SEWER INVERT INTO LEACHING SYSTEM 43.0 NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT \ FOR INSPECTION. ZONING INFORMATION 1 PLAN BOOK 15 PAGE 67 \`_ _ = =` �.\ �q \;tea\`, . `.\\,\\;`�\\\\;.;` ``;`\`.\ `\�,�7'3 5' 10 YR 4/3 BOTTOM OF LEACHING TRENCH 42.7 RF / f TOTAL PARCEL AREA _��`- \ `,`` `` ` \ ` `\ ''4 �to`�`, THE INTERNAL PLUMBING OF THE HOUSE MAY HAVE TO BE ZONING DISTRICTS: - � k'�� \ � B WATER TABLE NONE OBSERVED AT ELEV. 31.2 / 32,0a7t so. FT. vr�eDED SC9PE �`. \ `.` \ ` ` ` ` ` g. MODIFIED FOR THIS PROPOSED SEPTIC SYSTEM. \ \ \ o' 4 RPOD RESOURCE PROTECTION OVERLAY DISTRICT / ` \ ' � LOAM 0.74+ ACRES `\ ��, _ _ ' `. `\ `� \ ��� `, �`,`��,�. `���.\ ` ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC:, SCH 40 AP AQUIFER PROTECTION OVERLAY DISTRICT _-_ N. \\\ ` `\ �• .. 10.9 14" 10 YR 5/8 UPLAND AREA `, _ _ ` `. \ \. ` �s~k C EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL_ SURROUNDING MINIMUM CURRENT ZONING REQUIREMENTS N ZONE RF 30,988t SQ. FT. _ -` �\ 5\\�� �`,� \\�` \ �.`;\�� 1 ' \ �\`, `\ \, ` ` ` `�� MEDIUM SAND Leaching Area Requirements SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5 , PER MIN. LOT AREA = 2 ACRES (RPOD) / WETLAND AREA `- . \\ \\\ \\\ \\ `.\� ��` \ \ " 310 CMR 15.255. / `,` _ ._ - �\� `\ \ ` 56 10 YR 6/8 \ \ 1 5 BEDROOMS AT 110 GPD/OEDROOM = 550 GPO MIN. LOT FRONTAGE = 150 / 1,099t SQ. FT. �o -- --_ \` \ �� `� �� � � � \ FRONT YARD = 30' SIDE & REAR YARD = 15' �` �436 x \9\ . \ \ \ \ \ \ COMMUNITY PANEL NUMBER: 250001 0021 D --' 4 \ \ `\ `, \ \ \ MEDIUM SAND ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_GPD PRIMARY BENCHMARK AT MHB FOUND (ASSUMED) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS y .a2.s PLAN �2 5`\ \\ .\\`,\\\ `.\\ \� �� �\\\�sl 23,s 138" 10 YR 7/4 ELEVATION AS NOTED IN .16' ° �?�.`� ,` \�• \ \ `` `` \\ �• �` �� .�' �\ \� PERC o 60• PER C RATE _ MIN. / INCH (CLASS 1 ) ZONES C & A11 (EL 11.0) BASE FLOOD ELEVATION = 11.0' / SJy� 44.0 --1 \ \ PROJECT BENCHMARK : MAG SET IN PAVEMENT 4,5 _ - `` \ `` `\ `\\ N., NO WATER ENCOUNTERED RATE- f2 MN/IN LIAR = 0.74 GPD/S.F. NEAR SOUTH EASTERLY PROPERTY 45.1 44.9 \N-.- 4\P\9 `.\\\�\ `�. `\. ``\ \IN `\� 1` �� wo �\ UNABLE TO SOAK ' (ASSUMED) CORNER OF LOCUS EL. = 45.26 ASSUMED �' .� 4s '�w000En x 4�.5 .43 \�\ \``\� \`\�,�\��� '�� , MIN. LEACHING AREA OF S.A.S. . LAWN" \`\� `\ .��`. \\, 550 GPD/ 0.74 GPD,/S.F.= 743 S.F. MIN. UTILITY INFORMATION SHOWN HEREIN: 9o/ o 4 x ` "'°3�` �\`,� `���`�\ LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 46.8 x 46.31 46.8 F�LAGG ` �` ` Ro� � MUST BE VERIFIED IN FIELD BY THE CONTRACTOR AND z� ��� / 0"o \WHITE OAK �`,\' PROPOSED SYSTEM:SIDEWMi (60'+8') x 2 x 2' = 272 S.F. APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. '� ti 44.9 x \ BOTTOM 60' x 8' = 480 S.F. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. L?° Q��w4� ,,_ a� x a7.t �`�\` \`1\ �� \ `" 43'2 752 S.F. IF DETERMINED TO BE „NECESSARY A TITLE SEARCH SHALL LOT 30 o BE PERFORMED BY OTHERS. / ..Q PUN BOOK 15 PAGE 67 x 4�,1 x 46.4`• ` , x 451.7 � S N;�F HARDY LI►WN i FLAGGED ,01 THE PROPERTY LINE" INFORMATION SHOWN IS BASED 10"0 OAKON CURRENT AVAILA8LE RECORD INFORMATION �� p ti[;;, �;3/4"-1.5" WASHED�STONE:==��'�'�'r '; CONSISTING OF PLANS AND DEEDS. w i.. N r THE RES 'SHOWN HEREON WERE o \ , 8' OBTAINED FROM ANION THE GROUND FIELD SURVEY 47.0 ;�� _ =� .w- '•' �a -� s::' l PERFORMED BY BAXTER NYE & HOLMGREN INC. ON / 47.3 7.0' �j ` x J i x 46.9 `Q! I -~�a3���f` 1•.�v.,.-'J\• S��r:+y.•tt•j'`. 7.!y='+7�`tr:'f1:'�'•« , • r - JANUARY 27-30 2004 3 MHB FND ? x 47.0 \ x 46.7 x 47.1 i J A PLAN REFERENCES: 8 ELF 44.16' 70 47.2 46.Q �7. !y` , f� PLAN OF LEACH CHAMBERS PLAN BOOK 15 PAGE 67* r- ' 47.0 ,' �� / NO SCALE PLAN BOOK 277 PAGE 8 47,z x 47.0 a6s l , 1 lea• •147. +;' PLAN BOOK 490 PAGE 57 MHB FND / / 3's.8 LAWN�' 46.8 X7.o �b PLAN BOOK 257 PAGE 26 (HEW) / / _ X BARNSTABLE 1955 SCHOOL 'STREET DISCONTINUANCE (SH 2 OF 3 � .Z , ��' 1 y r LOT 26 ' // 46.8 y ;r �I PLAN BOOK 15 PAGE 67 FINISHED GRADE *RECORD PLAN DATED MAY 1, 1902 N NO BEARINGS SHOW ON x 46.6 N/F MADDOX / PROPERTY/STREET LINES. 46.6 x 46. � r / " � COMPACTED FILL � 6.8 r 36 MAX.-9 MIN. 46.9 46.7 '46.6 \ �r I f 2" OF P07916E 6.9 n / k I x. 4 7 I � 3/4" TO 1 1/2 252 School Street PIT o C/�N f 46.7 x ' / ,' I 24w DOUBLE Cotuit, Massachusetts ?g 46A EFFECTIVE WASHED STONE ro w �S�o/��•2 1 46.9 /�rc;F 1 1 I / PREPARED FOR N r1• 46Cj 6 4Q , ► /46.5 ,/�10 n� r • z �.�' GE:A�EL\* e xD. J. Mckinnon a� / tjli♦ , k �r ?o0. d ; I NO SCALE ^ �j t) WOODED 6.8 4 6.5 16N -6.5 �� �"hs ♦ 1p0, 5 o �7�5.� 47.4'posT N es MOH ti�= 15 0 OA p �5 0 '/ x '�6 PLASTIC LEACHING CHAMBER DETAILITU �J 4 6.4 moo �\ '4 •o '�< 6.1 ; `N x 46.5 ' / ("-20� Proposed Septic System Upgrade QS/ / ` H 8.2 v 47.6 0 4\N 71$ ly 46.4 i/ 46. / 6� 47.6 47.1 , x 46 1 ph, Ao \\ U6.5 l� p 1" 46.0 PLAN BOOK 277 `'� 47 'C' ` 00' : , GRAva_ / BAXTER, NYE & HOLMGREN, INC. PAGE 8 ON \ 46.E o� FLAGGED a 4F 45,8 / LEGEND /ABBREVIATIONS `'� P 0G 7R� 4"0 OAK c Registered Professional / oy 47.4 ViyF ��, / _ Engineers and Land Surveyors �9�• o `0. Y ' '�' 46,2 x 4 .3 n �& x f5.7 O M=G NAIL, M = WATER GATE/SHUT-OFF 812 Main Street, Osterville, Massachusetts 02655 pp { a t 46.f ® - ELECTRIC BOX Phone- 508 428- -� t/ ( 45.8 1 /*-%4�0/y* .3 5.6 ® _ GAS METER ( ) 9131 Fax (508)428-3750 ' B FND 00,O' S� i 4 7 / - STD PHl N G\ C / ea o� 5 c - GAS LINE , -�, �; A PLAN BOOK 277 / �Ob.ON 46.z ; 45.4 / w w _ No•'1°216 PAGE 8 - WATER LINES oy 6.4 Up a6 45.8 45.3 �--�--ON- = OVERHEAD WIRES 20 0 20 40 �' o:� L\ ` .i� = TREE LINE rl 45.5 f ?� •or 00 0 = TREES $ SHRUBS SCALE IN FEET x a5.3�/ 44.7 / - = CONCRETE BOUND SCALE:1"- 20' o = 'STAKE SET/FOUND 44,2 = MAG NAIL/SPIKE SET DATE. 09/14/04 A',� x 44.5 N EL = ELEVATION 9 44.3 CB = CONCRETE BOUND MHB = MA HIGHWAY BOUND nC/ °y'k\�°`� N BRB = 'BARNSTABLE ROAD BOUND e °y� � � FND = 'FOUND N0. BY DATE REMARKS DRAWING NUMBER 4 4�23 � a. (HEM FND WF = WETLAND FLAG (EMa NE)_ 3Q2.�. F.F.E. = KNISH FLOOR ELEVATION 0: 2003 03-112 SU wrksht 2003-112-EC2.dw / s 8s's5" E 446.51' To EOP = _DGE OF PAVEMENT 2003-112 1 ' BAXTER NYE o • GENERAL NOTES : ?- e : A a • � _ ENGINEERING & ; . 0 •.... __ Man w wF A-1 1� `� `\ 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS SURVEYING � . 064 z CB FND / `\\ \ `� `g 2.) LOCUS AREA iS COMPRISED OF. f PLAN BOOK 490 PAGE 57 WETLAND DELINEATION BY . r A.M. MALSON AND ASSOCIATES INC. ��, g `\ \ q,\ ASSESSORS MAP 020 PARCEL 063 . � Registered Professional r` o • c JUNE 17, 2003 ��\ \ `�\ \,` \�\\` DEED BOOK 26556 PAGE 250 Engineers .r. {"1 `, �\`. , � PUN REFERENCES: and Land Surveyors 2 1 / w . \ \r' PLAN B 15 PAGE 67* , PLAN BOOK 277 PAGE 8f 78 North Street - 3rd Floor\ c+ PUN BOOK 490 PAGE 57 .. `� ` \ \ ` �' \ PLAN BOOK 257 PAGE 26 �' ` `�• ��� `. \ �`, �`\ `, \,�.i v" BARNSTABLE N 1955 SGwooL sriTfET D!S(�ONTwtwrCE (SH 2 OF 3)Blu Hyannis, Massachusetts 02601 Eel o ~' LI �i oTk: ko A-2\ ` `. N sHow ON PROPExrY Lwes Phone - 508 771-7502490 C:. 0 / •. • p; \ i1 \\ 7� � *RECORD PLAN DATED MAY 1, 1902 NO ICARINGS /STRELT ( ) ,., Ac�Fo�KNrj, ,� Fax - (508) 771-7622 ?o �` �\ �\\ \\ \\ �` �\ \\\ \ _ \\ss APPLICANT. COTUIT BAY DESIGN. LLC www.baxter-nye.com g G \ \ \ \ �" \ 43 BREWSTER ROAD s , ; • ' �•.� •; y lour H / yF \\\ `�\ \�\ ` \\ `�\ ��\ \� `\;\' MASHPEE, MA 02649 STAMP STAMP { LOCUS Ib1�P Scale: 1 = ZOOO� \``�\ ``� \�� `\ \`� \ ` ���``� \ \`� 3.) PROJECT BENCHMARK: MAG NAIL FOUND IN SCHOOL. STREET (EL 47.27') \N OF Gbec •• `\ `\\ �� �� \\\ O o=I SHONE yGu, $ M. " ` \ `\\` \ 1� \ \\� \� \ 7.6 4•) ZONING INFORMATION o C. MALL �` ON C / \\ ,7 \ _ 2 __` -�\ �\\�\` �\ \ \ \\ ZONING DISTRICT : RF ANo.48687P O C,jy - _.- x��►\ \�``�` \\ � ; �`\; \ `,\ � `� ` � CURRENT MINIMUM ZONING REQUIREMENTS: (RF do RPOD) No suFNti�Q Gy -- - -_____ \ \. \� �� \ •�`,�`� `. ``� MIN. LOT AREA = 87,120 S.F. __ _ _ �`� 2 5\ \�• �\ `� \ �� \ MIN. LOT FRONTAGE - 150' - 15' WOOOMkL�t ;�, \ FRONT YARD - 30 SIDE do REAR YARD = 15 / CONSULTANT \ \ x 84.8 \ OVERLAY DISTRICTS: RPOD - RESOURCE PROTECTION LOT 28 ` \ \ ` \� ` `�\ `� ` ` 7.3 AP - AQUIFER PROTECTION \ \ \ • \ • • \ ZOC - ZONE OF CONTRIBUTION PLAN BOOK 15 PAGE 67 �' / TOTAL PARCEL AREA YYDDOEQ / �\\ \`\\`\\ \\ \.�`�,\\\ \\;\�`� �\•� \ 8.4 5.) A TITLE SEARCH HAS NOT BEEN PERFORM DETERMINED PERFORMED FOR INS SITE IF ERMINED CONSULTANT 0.74* ACRES - _ \ \ \ . �� �\ \WF.A 10.9 TO BE NECESSARY, A TITLE SEARCH SWILL ESE POWORMED BY OTHERS. UELAW 30,968t SQ FT. - \ � \� 6•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD \ __-__ �5\ \ `` `� `� `�\ \\� `� \ `� `�\� `� ��\\ INFORMATION CONSISTING OF PLANS AND DEW& THE UPDATED EXISTING FEATURES SHOWN HEWON WERE OBTAINED FROM AN ON THE GROUND PREPARED FOR : / `� - `` `` �` \ • �` \` ` ` \ FIELD SURVEY PERFOINAIED BY BARTER NYE ENONEER1NG & SURVEYING ON OCTOBER 9, 2013. ALL PROPERTY LINE AND SiTE FEATURES DEFVTED WERE DETERMINED UNDER THE DIRECT SUPERVfSJON of swwE BrmwNOR PLS.�2• \ \\ �\ `�\`�\ `�\ \ `�\ \\`� `� \� `�\\\\�s` 23.8 7.) COMMUNITY PANEL NUMBER: 250001 0021 D EFFECTIVE* COtuit B8l t� LLC JULY 2, 1992 / Fb44.0 43�• \ • • ` • \ \ ', THE FLOOD INSURANCE RATE MAP DEFINES ,HIS AREA As ZONES C A11 (EL 11.0) BY@W8t@Y Road --45.1 ` \ �`� \ \�� `` \\ ��� BASE FLOOD ELFbATiON = 11.0' �+�� 44.9 ��� 4�`9 \ �� `� `� `� \ t \1 1 O 1 , MA 0264.9 ] / JL30• WOODED 45.5 \ . ► t ps o ~--- ��• �' L1►WN\ •`�\\\`���\�`� \�� 8.) ENVIRONMENTAL INFORMATION ;`p\\\ • SiTE IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). x • SiTE iS NOT WITHIN MI AREA OF ESTi IATED HABITAT OF RARE WILDLIFE PER 46.8 x 46.3 46.8 `v 1 �`� �•� '�O V t cci / NHESP MAP OCTOBER 1. 2010 'ESTW HA ATED BfTATS OF RATE WILDLFE' FOR USE WiTH THE MA WEU" PROTECTiTN ACT REGULATIONS (310 CMR 10).- b �\\ �\ 44.9 x x 43.2 •SiTE DOES NOT CONTAIN A CERTIFIED VERNk POOL PER NHESP MAP OCTOBER 1, 2010 Z? rJ _A7 x' 47.1 \ TERM VERNALPOOLS. x 46,4` LOT 30 � � `' •SITE IS NOT WITHIN A PRIORITY UWAT PET NHESP MAP OCTOBER 1, 2010 'PRIORITY / x 4�11 x 45(7 HA31TAT5 OF RARE SPECIES' FOR SPECIES L#IDER THE ENCANGERED PLAN BOOK 15 PAGE 67 , 1 4j �� / NIP HARDY uyKi i 0 `i SPECIES ACT, REGULATIONS (321 CMR10). i _ • SiTE IS WTHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY' (BARNSTABLE BA.H. To WOODED - ` REG. 360-45). \ _a! .470 0) y � � � rn _ x J 47.1 47.3 4 • / / x 46.9 � � 9.) UTILITY INFORMATION SHOWN HEREIN: .3 MHB FND / ��\ x 46.7 �) x 47.1 I • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE C o EL- 44.16 /\ 7.2\� � /47.1 / '� I ALL DMING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION Dry x 46.8 / D(ISTiNG IhIFlIZISTRIICTURE, (IiK1TiES, MOM AND LINES ARE SHOWN IN AN APPROXIMA CL WAY ONLY, MAY NOT BE LWITED TO THOSE SHO" HEREIN AND HAVE BEEN RESEARCHED BASED ON THE 46.8 << �58• 47, / AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR '+r ! MHB FND / , / p / 46.8 t / 1 ANY AND ALL DAMAGES WHICH MiW BE OCCASIONED BY THE CONTRACTOR'S FMIM TO LOCATE SW � Q� (HELD) / / f ��0 x ` " eM I INFRASTRUCTURE AND UTILITIES EXA RY: IF FIELD CONDITIONS DIFFERS FROM PUN INFORMATION, THE V7 LOT 26 CONTRACTOR SMALL NOTIFY THE ENGWEER IMIAWTELY FOR POSSIBLE RAN. / Z / PLAN BOOK 15 PAGE 67 WOOPE D �46.8 x 46.6 '�4• j l N/F MADDOX / SOURCE RGROUND INFORMATION FROM PLANS WAS BEEN COMWNED WiTH OBSERVED EVIDENCE OF UTL gIES TO J 6.8 / 1�, 46.6 ro x 46. / DEVELOP A VIEW OF THOSE UNDE UTILITIES. HOWEVER, LACKING EXCAVATION. THE EXACT LOCATION ADDITIONAL OR MORE DETAILED INFORMATIONACCURATELYN IF RE YQULRED JCL IENf iS ADVISED THOF UNDERGROUND FEATURES CANNOT BE , COMPLY AND PEPAY AT EXCAVATION MAY 46.9 // '3` � I46.6 '46. BE NECESSARY. �Vo, �t 46.9 0 7 + i W '^ • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM INSPECTION REPORT .*.. V, QPy 1 46.7 I r / x 46.4 I BY BERTOLOTTI CONSTRUCTION DATEDiLE 12/22/04 ON F AT BOARD OF HEALTH. O 20N 47.2 // 46.9 Fp 1.0. I / X N V ti '+• // r b ` / • TOWN WATER SERVa SHOWN ON THiS PLAN FROM COTUI'T WATER DEPARTMENT (SKETCH /159, aLU Cb T DATED 9/24/2013). 46.8 \ 0 �K/ 46.5Cb 6.5 I • GAS MAIN AND SERVICE SHOWN ON PLAN PER NATIONAL GRID MAP PROVIDED TO THiS ! '� i• 46.5 /3/ / � i OFFICE DURING OCTOBER OF 2013. z 47.4x \ A00i- N f t x 4 �/ oa 46.6x 1 I � j A i ELECTRIC LINE SHOWN ON THIS PLAN WAS HELD LOCATED INDICATING OVERHEAD SERVICE �11 \ \R,� Ny �, 7F�+ / -i ) I / FROM UTllITY POLE 313/24. 6.1 a a CL x 46.5 / _ ` x47.6 7.1 x SHE y�Y 46.4 c 46. �.(. ��/ PER DA41L CORRESPONDENCE DURING / Ix 2 w c �47.1 `�IVEWAY qV� ` /le ' �` x QQ� / �. / •THERE IS NO CONDUIT IN LOCUS ARFAOCTOBER OF 2013, VERIZON INDICATES THAT I 47.6 c \ ` 6,5 1 4 g45,8 \\/ x 461 ___ _ _ Nc� I ----- LEGEND /ABBREVIATIONS PLAN BOOK 277 ` \ 47 Q \° \ ��qD• �t `'` // �/ r PAGE 8 \ `'' r �Q 46.r \ t a \ 45.8 Ay \ 7.4 P 00 \o SHELL / / / = I- / ` M� � � � \ \ � � DRIVEWAY I / � _ / \0,�, \ \ a / WATER GATE/SHUT-OFF o c 46,2 \ x 4 x 5.7 / ® = ELECTRIC BOX °'S' 6 •� \ '�`-� ® = GAS METER m 40 \ i /\\ 4 .8 ' I qp \ � 3 ° / 5.6 c = GAS LINE o CB FND 0• ► o / PLAN BOOK 277 PAGE 8 � \w 6.2 ° 7 45.4 its1 I / w w = WATER LINE z / PROJECT BM / O MsG NAIL F '.�q;py EL 47 ' • r9am, OVERHEAD WIRES SHEET TITLE 6.4 x 458 s 5.3 _ E �w, � 000 TREES & SHRUBS Eistn Conditions ondtti ons Plan `Ip• x 453 o = CONCRETE BOUND , \4.7 = STAKE SET/FOUND = MAG°K'�4�r\ NAIL/SPIKE SET 44.2 SHEET NO CA �� � x 44.5 � EL = ELEVATION DEVELOPED LOT PROTECTION - DEMOLITION / �'� Fap �� ���/ � < CB = CONCRETE BOUND 0 AND REBUILDING ON NON-CONFORMING LOT Ayr 44.3 a MHB = MA HIGHWAY BOUND on, k� N BRB BARNSTABLE ROAD BOUN DATE : 10/10/13 E / fi ` p FND _. FOUND l 20 0 20 40 qy LOT COVERAGE: 6194 SF (20X) 927 SF (3.Ox) HOUSE AND SHED � 9 WF = WETLAND FLAG FLOOR AREA RAW 9290 (30x) / 0& UP #23 S BMFND F.F.E. = FINISH FLOOR ELEVATION SCALE IN FEET (HELD UNE) S C A L E : 1" = 20' BUILDING HE". 2 1/2 STORIES OF 30 FT 2 STORIES / 43,4 a S � ,�.� � �• EOP = EDGE OF PAVEMENT DRAWN/DESIGN B Y: MiM CHECKED B Y: SUB CONTIGUOUS UPLAND AREA OF THIS PARCEL: 30,968 Squnm Feet JOB N O: 2013-061 C A D D F I L E: 2013-061 EC.dwq _ t BAXTER NYE PROPOSED FF �$ 4.. ELEV�9.5f TYPICAL SYSTEM PROFILE : .. T.,},n� r,,,A�,NK AT LEAST ENGINEERING & IAI� C OF I7NLSH GRADE . f GRADE = 478t NOT To SCALE SURVEYING . - .� 9114achF#AM GRADE OVER TAa -47.0t Ct 3 G1iADE OVER D-BOX7.Of FINISHED GRADE OVER LEACHING TRENCH = 46.0t 7 sANNOWr Registered Professional Engineers • •` ,• Z \ ` ` 8 3' (RNm) 4" SCH. 40 PVC and Land Surveyors • • c K < WF A-1 1 a \\'\\ 4 SCH. 40 4- SCH. 40 PVC FIRST 2' (110 BE LEVEL) •• ♦.;' r„ .^t _ . ,, ,. / z ` \` \\ \\ \� O 2�G `, O 1.Ox then O 1.OX - F . , v 4- = 78 North Street 3rd Floor CB FND / , \ \ \ t� IN1/ IN- _. p� �. '' INV OUTS • *� , \ INV OUT-44.7o 10 p T� INV IN- 2"Layer 1/8"to 1/2" Hyannis, Massachusetts 02601 PLAN BOOK 490 PAGE 57 WETLAND DELINEATION BY \ �1� 44.48 .23 SUMP INV OUTS 1 a » r c , \ g" ACCESS 43.88 43.71 Peastone LEACHING CHAMBERS A.M. N LSON AND ASSOCIATES INC. S :» a , , ,,.,�, , \ �WPNtO�LE OVER MrLEf .. 1 • - 4Cq � •: •p,a elqsl }E, .TUNE 17. 2003 � , �q, \ ' � r � Ar LEAsr � ,.�. �r Phone - (508) 771-7502 �; `/'q► k u . � < `\ \� \ �, WMU MI 6' FINNSFi s CRIISF�D _ o \ `a' `\ ", ooN�EIE :r - INV=43.56 O O (J • • O O O O O O O Fax (508) 771-7622 r� `� 4� PVC • O • O O • O ' •b �; ► a' l \ \ \ �� o �' FOOTING •• . , O O O • www.boxter-nye.com 'l �r �� \ • /. �` ` `\\ \ `, �, •may`\\`\ .�i1•{•..�. a•=.-?. •i •:Mi!'..��1r•�.f•' •f+ ..,-•:.�` �� �...1 O O O O O O LJ' O • \\ CHAMBER BOT1 OM=41.56 w`` \ \` �` �" \ � ! 1500 GALLON H-20 SEPTIC TANK H-20 DISTRIBUTION BOX s' M l N STAMP STAMP .� �/► �z \ T�: 1�0 A'-2 BASE TO BE WSULLED ON A LEVEL. STABLE BASE No Groundwater Observed @ Elev. 31.2 ��OF .S LOCUS Scale: 1 p\ _ , �o , o TO BE wsuLLED ON A LEVEL srAeLE s / C Zp \ \ \ , \\ \ \ \\ jr ' �\` �� MATTHEW yG t ��`��•� �"���,,� ` \ , \ �' '` W. � �`' �HANE C� \ \ \ \ ` 8.$ EDDY � i Ev�AOwLC � u� • " \ \ \ \ VtASC87 V. r 1 \` \�� \\`�`\ i�71 G7M ; '$. \, �� \ �,\ ��; J\ \\ `\\ `,\\ GARBAGE GRINDER (NOT INCLUDED) = N/A L N >\ ��\ �� ,i��\�\ 7.6 DESIGN FLOW 5 BEDROOMS x 110 GPD/BEDROOM 550 GPD ` - 2 _ _ \.`>N` ��\\ N� \♦\\\,�\•\\\ �\ GRANDFATHERED C O N S U L T A N T NITROGEN LOADING LIMITATION: S.E.P. ZONE, � �\` \�?1,• \ \\ ��. , PER EXISTING TOWN OF BARNSTABLE DISPOSAL SYSTEM G �> ^�AN NN \ \ "" `� CONSTRUCTION PERMIT #2004-623 FOR 5 BEDROOMS. >�` \.' � \� \\ \ \\\ \\ \\ \ 4 SEPTIC TANK REQUIRED: 550 x 200% = 1100 GALLONS - ` \\ ,' USE MINIMUM REQUIRED = 1500 GALLON TANK -_�` �� •\ >� \\ `\ \ `\ `\ `\ �\ �\ \ �, `, *SHOREY ST-1500 H-20 OR EQUAL CONSULTANT . \ '\ \ IN LEACHING AREA REQUIREMENTS (EXISTING LEACHING AREA TO REMAIN): LOT �.' `IN `♦• \ \ �>\ \ `\ \\`\ \`\\ \"\ `\ 7.3 / PLAN BOOK 15 PAGE 67 s \ ' (Y\ \ \ \ `\ `\ \ `\V\(\ PERC RATE = <2 MIN./INCH - CLASS 1 SOIL TOTAL PARCEL AREA �� -_ ��'- `,• `\ ` ` \ k. a " ` \\ ` \� / `- �\ - - \ \\ \ \\� \\ LIAR = 0.74 GPD/SF 32.067t SC. FT. \ - - �x ♦` \\ \ \\ \ ` " \ \ \ \\ 8.4 0.74t ACRES \ _ ` . . \ \��� \ : • \\ N lag MIN. LEACHING AREA OF S.A.S.: _ • \ \ ` \ \ �\ \ \ \ PREPARED FOR : I10 �-__- - .';.•'\\ •� •� \, \ a` \. �`. N. �` ��9\ "\`:`,`,`,�* �` %�� 550 GPD/ 0.74 GPD/SF= 743 SF MIN. 30.968* SO. FT. , -X .yam,rJ, \ ♦, `, ,\ \\\\ \\ ,\ ,`, , , , " , EXISTING SYSTEM: SIDEWALL (60+8) x 2 x 2 = 272 SF Cotlit Bay Des gR LLC --- \ \ \ `, `\`, `, \ \ ` , BOTTOM 60' x 8' = 480 SF / �* `\ \ `, `\ \\\\ � \> 43 Brewster Road 1,099t SG. FT. 'G ` ---_� �� \\ `\ \\ \ \, \ \� \ \ \ "� 752 SF > 743 SF OK -�: :� ` Mashpee MA 02649 \� i''-1�,\ ~`•�42. `�i2.5`\ \\\\ `\`*\` `\\ \ `\\�\�\"� `�\ \\ `\\\`\\s` \K 23.8 J \ a ♦ \ ♦ \ \ \ \ , 1 / ♦ \ \ \ \ \ \ ♦ \ \ \ 1 \ �C 44.0 ` �\ \`,. \`\ \ \`\ r ,�71 WT �1/� / 4S - �45 \ \,`\ �\\ \4'E 9 11\\ \1 `\ \, \`\ s, , 1 ��� TIRE V 00NE L li M NOTED 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN / x �4� \`\ \�\\�\�\�� , 'a '� �, ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED 41) 4ss \ \43 \\\ \ \\\ ` ,`,, , ; APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, ♦ \ > t `' •z�431 15�94gg5 .\ �. `.\ \\ `��\ \\��''v, & ANY LOCAL RULES & REGULATIONS APPUCABLE. NN"X3 >` ,>� `�\,\\,�� 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY �}/ 2 .••`� x 46.8 x 46.3 46•8 L- �`. . Iro\\' THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED , �+ �9 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. d _ 43.2 3. WHEN CONSTRUCTION IS COMPLETED, , --.47 x 47.1 \ `�^ \� NOTIFY THE BOARD OF HEALTH AGENT AND IOENG ENGINEERFOR WNG LOT 30 \`� x 46.4`> INSPECTION. �. her/�4 PLAN BOOK 15 PAGE 67 x 4 1 x 45!7 " 1' 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHEDULE N/F HARDY ; iy 40 PVC. UNLESS OTHERWISE NOTED HEREIN. o 5. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN a N� x 47. f �-''- --- 47.0 LESS THAN 3' OF COVER. x 47.3 x 46.9 � Tp * 4 6. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE jo tp Igo If GRINDER DISPOSALS. Y O 40 f 47.1 �� 7. CAUTION: THE CONTRACTOR SHAD_ CONTACT DIG SAFE (AT V =- /47'1 1-888-DIG-SAFE) AND UTIUTY COMPANIES TO LOCATE ALL "-'-'- 1� ; / EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF x/ CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT f1�� l� .' � �i �47. / , LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING f- M t iN� r 4V f �+ ---✓ h 1 UTIUTIES BEFORE THE START OF ANY WORK. THE LOCATION OF N p / to SC,on 00 'yVK .:::'.:�. ::.: / * -o , LOT 26 c r r� •:_6.. .... 47.2 `', 1 EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN APPROXIMATE LL U PLAN BOOK 15 PAGE 67 / WAY ONLY, MAY NOT BE UMITED TO THOSE SHOWN HEREON AND w 'D� �c• qNp ::-'-'�r ' • `,S 46.8 ' I N/F MADOOX HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS O S:y 'jO 0. x x 46.6 J ��©x�p y0� :::•� :•:::•::-: ::. _ . : :::•:: x REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY o N +•-• 76go ..,t.:•;_. ►--- ® i r / RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE _ (� U 48•� �ti�V H�p o ! :::••- -••• �� �46.6�`�` i OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE °- �s �tz�X �i9 �� 46.7 J UTIUTIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN x THE CONTRACTOR SHAD_ NOTIFY THE ENGINEER •�. � pPIF�. +43,�, r:. :::::::::::::::::::.__.:_.:: / 46.9 i J INFORMATION, �3• c o S4S, -: .�.: ::::::::::::::: - / x / ; IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTIUTY CROSSINGS, _ I VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS,40 /* HG' :. : :.:: :X:.. 46, O •�j• AA �N� .: ::: ,...•. / q� / TELEPHONE & DATA/COMM AND RELOCATE IF CONFUCTING WITH 6.6 PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE ~ CONTRACTOR SHAD_ PRESERVE ALL UNDERGROUND UTILITIES AS NQ � •4' :: rtiy 5 dip i 1 REQUIRED. U U � ,� gVT Y N. ` ' . ... d 8. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE w 47.4 x \ 46.6 x \ .e _ '� SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE .... Vic= �� , / ISn / APPROPRIATE UTIUTY COMPANY. \ : :. ..::.� LLI / 8.�w 47.8 �` \:.47...: :... .. ..71 �' .'4: 3' �� x 46. /�� iy F� T� . /�, 47.1 \ :.:.::........:: ` / 46.1 / pIQ� p47 6 c 47$\ .. ::::•\ \ 6.5 \� x CID 46 \ 45.8 / GIST/ION fAIIE no COW R 19 \ 3 LEGEND/ABBREVIATIONS 24 % a HIDER wwmR ��tTnC tqo py �.� •�, c \646.2 \ x 46. �naw L �r SHEET TITLE C.UpO SyS gngV `,\ �' \ ) x 5.7 EL = ELEVATION I ■ Aso•' w �\ -� o TT3w1 = TEMPORARY BENCfIIIlAR1C Proposed Site k�, 46. w �'�l \ t \ 45.8 'w `;' '�"` p J \ .3 C \ 5.6 C s• _0_ - UTILITY POLE / � \ p w �. w ; 3 7 P� ,�P ' o = SEWER MANHOLE :;�_ : -�- Redevelopment Plan MANHOLE N O MAG NAIL �p Ay 6.4IPROJECT X 45.8 c ® = CATCH BASIN ads T*oo�E 0, _ >S• vp " \c 45.3 SHEET NO l FBVUVM �wq ) D4 = WATER GATE/SHUT-OFF 4'sn+40 PW aEi W SaW 4' o �¢ \c \�. ?� 0 ® ELECTRIC BOX KM K F M Gw r0 PVC AM TO eon ° GL/ �• �y 3• t �q�N x 45.3 r / ® = GAS DETER ■mw+r of I a►aE aF C2nO o Will p '� pR �, .\ s s = SEWER LINE NXSE W M SRC / H �`\ \ 44.7 DATE : 2 19 2014 / C c I'FRy c c - GAS LINE (3ve b 11/n o�'�° 44.2� w w - WATER LINE eonnr of SIS { )y hy� x 44.5 �� N ol�w-aHw- - OVERHEAD WIRES �PECTA FT DUN- 9 �^t, ON = TREE LINE � - NOT TO SCALE i� TREES SCALE : 1" = 20' M r DRAWN/DESIGN BY: JKL CHECKED BY: UWE m JOB NO: 2013-061 CADD FILE: 20I3--06IDW.dwq ' b