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HomeMy WebLinkAbout0339 CHURCH STREET - Health 339 Church Street West Barnstable A = 153 010 No. Fee X /5 BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou -for Yell Cow5truction Permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: .Location-Address Asses ors Map and Parcel Owne Address r staller-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 2V�, Capacity Purpose of Well Agreement: The undersigned agrees to in'Sfall the afore described 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 Certificate of o 114Ace has been issued by the Board of Health. Signed ate Application Approved By p Date Application Disapproved for the following �on Date ird Permit No. O Issued Date ---------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY that the individual well Constructed i , Altered( ), or Repaired( ) by I staller at 7 n has been installed in accordance with the provisions of the Town of Barnstable Ma HWaivate Well Protection Regulation as described in the application for Well Construction Permit No./,/�/��,R! ed THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector j No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZfppYtcattou jor Yell Cougtructtou 30ermit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: ,337 Location-Address Asses ors Map and Parcel ' � Owner Address `Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well � / C, Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described 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 Certificate o ompliartce has been issued by the Board of Health. Signed ate Application Approved By,y;, �&A�'— 04y ! Date Application Disapproved for the following r asons: • 'b n / �''t � Date Permit No. 1/ 1 (//J Issued Date ------------------------same-------_---------_BOARDOF HEALTH-----------_--_----- ---- _---_e-- TOWN OF BARNSTABLE (Certificate of Compliance,_, M � - THIS`IS TO CE�IRTIE/Y'j:that-the indi'vidu�al well- Constructed'{.,,Altered-( ), or Repaired( ) by at 3n n / / Qvdw�;� 3`1 l �� � / !.[/.ems has been installed in accordance with the provisions of the Town of Barnstab e B6r)K'�2rDated r`ivate Well Protection Regulation as described in the application for Well Construction Permit Nc (// THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vern Cougtructiou permit �— No. /6—D/ Fee Permission is hereby granted to Installer to Construct(n� �JAlter(�, or Repair( individual 2wel ,at*, Street ), —, 4 - as shown on the i/ I for Well Construction Permit NoY V�� Date Date �jA roved B�J PP Y SHE lO�ti Town of Barnstable Regulatory Services v MASS g Richard Scali, Director i639. �0 �f019 Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 October 31, 2017 Ms. Jennifer K. Schilling Mr. Todd F. Prada 339 Church Street West Barnstable, MA 02668 Re: Response to Your Inquiriese Concerning the HorseStable Located at 359Church � uF ° �le" �..h, Street 34 Dear Ms. Schilling and Mr. Prada, This correspondence is in response to inquiries and information requests received from you in regards to rainwater run-off, manure storage, fill placement, and the manure management plan concerning the horse stable located next door to your property. I. Inspections and Site Visits Conducted: On August 31, 2017, an inspection was conducted at the horse stable located at 359 Church Street West Barnstable, by Health Inspector Marybeth McKenzie, R.S. due to a complaint received regarding horse manure odors and rainwater run-off. Ms. McKenzie went to the horse stable, unannounced, and inspected the premises. Her findings were as follows: All manure was properly stored within covered containers. The paddocks were well kept, without any accumulations of horse manure. Both the paddock and ring were dry at the time of inspection. There were no odors detected at the time of inspection. There were no violations observed. On September 13, 2017, Mr. Prada came into the Public Health Division Office and requested an inspection of his yard and private drinking water well area. Mr. Richard Scali, Marybeth McKenzie, and I met at the property that same day Upon our arrival, we observed the grounds were dry, not soggy. There were no odors detected. There was no sand residue originating from adjacent property riding ring area was noted in the area of the private well. The paddock and ring were both well kept, without any accumulations of manure. A measurement was taken from the private water supply well to the closest edge of the paddock; it was 98 feet. Per Section 397-8 of the Town of Barnstable Code, a paddock must be a minimum of fifty (50) feet away from a private water supply well. A second measurement was taken from the private well to the closest edge of the edge of the riding area; it was 52 feet. It should be noted that there are no setback requirements between a horse riding area and a private water supply well. Although it appeared as though the topography of the land naturally sloped southerly toward the rear of her property (not toward the westerly property owned by Ms. Schilling), it was recommended to Ms. Johnson that she should construct a berm to prevent rainwater from draining from the horse riding area onto the neighbor's property as a precautionary measure. On September 19, 2017, Health Inspector Marybeth McKenzie conducted a re inspection. A new berm was put into place in the area suggested. It was constructed of large logs and soil. On September 20, 2017 Mr. Richard Scali and I viewed the new berm which was put in place 57 feet away from the neighbor's well, as recommended as a precautionary measure. While onsite we did not observe any horse manure on the ground near the complainant's property line, nor was there any manure near the bermed riding area. There were no odors detected. Manure was properly stored inside covered plastic containers on the opposite side of the barn, greater than one-hundred feet away from the neighbor's private well. On September 28, 2017, Ms. Jennifer Schilling came into the Public Health Division Office to complain that there is no manure management plan on file and that her private well water analysis report showed coliform bacteria. The water sample was apparently taken by Ms. Schilling. Mr. Richard Scali and I explained to Ms. Schilling that there weren't any health violations observed at the horse stable. E. Coli was not detected in the water sample. Coliform bacteria is present everywhere in the environment, including from dogs, birds, and potentially from human hand contamination of a water sample bottle. Therefore it is not possible to pinpoint the next door horse farm as the cause. On October 25, 2017, Ms. Schilling requested a site inspection at the horse stable during the heavy rain fall. I immediately went to the site at 11:15 a.m. during pouring rain, to observe the rainwater and direction of run-off. During the site visit, I did not observe any evidence of rainwater runoff draining from 359 Church Street onto 339 Church Street, nor toward the private water supply well located at 339 Church Street. I took several videos and multiple photographs. While accompanied by two Police Officers, I provided my investigation result information verbally to Mrs. Schilling while onsite that same day. Mrs. Schilling replied that she disagreed and pointed to an area at the southern-most portion of the horse stable property, at the lowest area of land, where she believed the rainwater was draining from. She alleged it drained from there onto the vacant parcel of land located behind her fenced property. I then went back to the horse stable to check that specific area at the lowest southerly location of the horse riding area where rainwater was collecting and where Mrs. Schilling pointed to. After careful visual examination, I did not observe any of the rainwater from the horse stable draining onto any adjacent parcels. The water pooled at the lowest spot at the southern-most portion of the riding rink and appeared to seep into the ground there; it did not drain over the surface onto the adjacent property. I also videotaped the areas on a cellular phone. It should be noted that the horse riding area is not within the paddock area nor within the manure storage area. I also observed and video- recorded the rain draining along the surface of the ground from the back of Ms. Schilling's home heading southerly over the grass to the area of the onsite private water supply well, where I observed a very small puddle. It also traveled beyond the private water supply well approximately ten to twenty feet further to the south toward large puddles of water in the area of the rear property line. The topography of the yard sloped towards the south from the rear of the house toward the well and to the rear property line. The topography of the land does not slope from the rear property line northerly toward the well. While onsite at 339 Church Street, I did not observe any rainwater draining from the rear parcel to the well nor from the easterly property to the well. The rainwater did not drain back in a northerly direction from the rear vacant lot toward Ms. Schillings well. I then walked to Ms. Schilling to inform her that I did not observe any rainwater draining from the southern-most horse riding rink area, that she pointed to, onto the adjacent parcel. I1. Regulations and Findings: A. Section 376-12 of the Town of Barnstable Code requires a minimum setback of fifty (50) feet between a manure storage area and a property line on which the abutting property has a dwelling. Finding#1: The manure storage area at 359 Church Street was greater than fifty (50) feet away from the abutting property line for 339 Church Street. Therefore, there was no violation observed in this regard. B. Section 376-13 of the Town of Barnstable Code requires a minimum setback of 100 feet between a manure storage area and a private water supply well. Finding #2: The manure storage area at the horse stable located 359 Church Street was greater than 100 feet away from the private water supply well at 339 Church Street. Therefore, there was no violation observed in this regard. C. Section 376-14 of the Town of Barnstable Code requires a minimum setback of fifty (50) feet between a paddock where horses are pastured and a private water supply well. Finding #3: The paddock at the horse stable at 359 Church Street was located 98 feet away from the private water supply well at 339 Church Street. Therefore, there was no violation observed in this regard. D. Section 376-15 of the Town of Barnstable Code requires a minimum of fifty (50) feet between a building used for a livery of a horse for the keeping of horses and a private water supply well. Finding #4: The livery/stable building was/is located 98 feet away from the private water supply well at 339 Church Street. Therefore, there was no violation observed in this regard. E. Section 376-7 of the Town of Barnstable Code requires run-off from paddocks and manure storage areas to be retained onsite. Finding #5: Rain run-off from the manure storage area was contained onsite. Finding #6: Rain run-off from the paddock was contained onsite. III. Other Allegations and Findings: A. "Fill was placed onto the riding area without a permit" Finding #7 — According to the Director of Regulatory Services, the Building Commissioner anc the Director of Public Health, a permit is not required to place fill onto land which is not within a wetland. It is not likely a violation of any statute or regulation. No further action by Town officials required. B. °A manure management plan was not submitted each year as required" Finding #8: A manure management plan is not required to be submitted each year during each permit renewal process. It is required to be submitted only one time, as part of the initial permit application process the first year. In this case, the applicant for a horse stable permit submitted a horse stable permit application form in 2015 which included a manure management plan. I regret that these were not the responses that you hoped to hear but this may be informative. As you are aware, you may wish to obtain a legal opinion from a private attorney if you choose. If you have any further questions or concerns please feel free to contact me. At this time I consider this matter to be closed for enforcement purposes. Sincerely, Thomas A. McKean, RS, CHO Director of Public Health r� J o tz t + °ssts ` RECEIPT FOR LABORATORY ANALYSIS BARNSTABLE COUNTY DEPT. OF HEALTH&ENVIRONMENT LABORATORY DIVISION BARNSTABLE SUPERIOR COURTHOUSE 3 195 MAIN STREET—P.O.BOX 427 BARNSTABLE,MA 02630 PHONE: 508-375-6605 FAX NUMBERS:Lab: 508')62-7103 **** Administration: 508 3162-2603 DATE RECEIVED: I - l PAID BY: BILLING NAME: ORDER/INVOICE#and DATE: ` �T ADDITIONAL CHARGES INCLUDED: Rapid Turnaround Time: ❑Next business day El 2 business days ❑3 business days El business days El business days 61 bzsiness days ❑ other PAYMENT AMOUNT:$ METHOD OF PAYMENT: IECK# Zr CASH Received by/Signed: Page l Client Copy Page 2 Laboratory Copy Page 3 Asst.Treasurer's Copy 4 a CERTIFICATE OFANALYSIS Page: 1 of 1 a. M; Barnstable County Health Laboratory (M-MA009) W. Report Prepared For: Report Dated: 9/26/2017 Jen Schilling Jen Schilling Order No.: G17103444 339 Church St W. Barnstable, MA 02668 Laboratory ID#: 17103444-01 Description: Water-Drinking Water Sample#: Sample Location: 339 Church St.,W.Barnstable 'S Collected: 09/25/2017 i Collected by: Customer Received: 09/25/2017 ; Routine � � � ��i..r ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen mg/L 0.10 10 EPA 300.0 LAP Copper mg/L 0.10 .1.3 SM 3111 B. LAP j Iron mg/L 0.10 0.3 SM 3111B LAP I pH 6.8 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 9/25/2017 I I Sodium mg/L 2.5 20 SM 3111E LAP Total Coliform Present P/A 0 0 SM 9223E RG 9/25/2017 Conductance 140 umohs/cm 2.0 EPA 120.1 DCB 9/25/2017 I Absent for E.coli I Attached please find the laboratory certified parameter list. Approved By: (Lab Manager) i l ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box.427, Barnstable, MA 02630 Ph: 508-375-6605 TOWN OF BARNSTABLE LOCATION 339 C /4 oac.H :31 SEWAGE# 1010— O 1 D . VILLAGE 1,-3, Ah1VV57H131JJ'ASSESSOR'S MAP&PARCEL /5 ,3 INSTALLER'S NAME&PHONE NO. 6/W,411,00 U t c,F/yT/e SEPTIC TANK CAPACITY /30 y 6 tf,AryK LEACHING FACILITY.(type) (size) /3&H' t�Y'Tyy� NO.OF BEDROOMS OWNER PERMIT DATE: �/J'2,'�.A/O COMPLIANCE DATE: 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 t site or within 200 feet of leaching facility) f G0 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY rI2oNT Po��u ; r T7 goo LJ 43 T-. No. Zo ID D/Di � �. Fee r ,y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION e�TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for ]Disposal 6pstem Const union Vermit Application for a Permit to Construct f�Repair( ) Upgrade( ) Abandon( ) mplete System ❑Individual Components Location Address or Lot No. (fJ 3Y ���a Owner's Name,Address, d Tel.No. a-3(E,U- Z�3'77 Assessor's Map/Parcel � _ /U ��°'t -� T6� il„y� a 94 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel. No. Ufj+z Type of Building: Dwelling No.of Bedrooms Lot Size 1-113 -7 U 0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) yyC7 gpd Design flow provided_y�y gpd Plan Date / /D Number of sheets tf Revision Date Title Size of Septic Tank Type of S.A.S. !j ,nA a ry A ?j x t 2.0 Description of Soil N C ) 7 Z�.4-0&V C*iAh_\,a `L cp L 2.v A LR P,---i u,�� !�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 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. Signed Date Application Approved by L:: a Date 0 ee Application Disapproved by Date for the following reasons Permit No.2 Date Issued / 13 Z®1, No: ?C? l a 0 d t + Fee t` - Entered in computer: — THE COMMONWEALTH OF MASSACHUSETTS Yes _ PUBLIC HEALTH DIVISION"a,TOWN OF BARNSTABLE, MASSACHUSETTS appfitationlor bisposai 60stem-Construtfion Permit r Application for a Permit to Construct W<Repair( ) Upgrade`( ) Abandon( ) omplete System ❑Individual Components 0 t Location Address or Lot No. 9 �' J $1' f�4*�,Jr is Owner's Name,Address, d Tel.No. a c3loU- 2_,.77 Assessor's Map/Parcel �3 _ /(� 3 i r �i► p���, L� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. r fl 7 Type of Building: / Dwelling No.of Bedrooms Lot Size L! 'U v 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 J/ /0 A6 Number of sheets 1 Revision Date Title I iLc�A6Cs ��{h`L iSk SZs-'1.0 Size of Septic Tank l��06 �� Type of S.A.S. - � � c,,, L Inv 1nA� �v.N ,?jam X t Z•b3 Description of Soil _- c�._ o � L„A-Jig V NA 0,15 /6 (-f I�l� is 4—A � { Nature of Repairs or Alterations(Answer when applicable) Date last inspected: t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provision 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. Signed//iT Date Application lApproved by ��(1„_.,.r ,. i ( Date /' // 2 f Z Application Disapproved by // Date V for the following reasons t Permit(/4o."'Z /f) ® d Date Issued 1131201,0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Repaired( ) Upgraded( ) Abandoned( )by AnoL,,_4A6we- L r�r at _ C,I ;�. 1-1s 1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Co struction Permit N07a/4- 0/0 dated /elt 20 i0 Installer Designer {>(�,r_ 4_0,0 0 #bedrooms Approved design flow 4/Z/O gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed Date Inspector No. O Fee J~� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS _ bisposai *pstrm Construction Permit Permission is hereby granted to Construct( 11K Repair( ) Upgrade( ) Abandon( ) System located at ''( lj LPL 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 this permit. /Date / / Z 2,j/Q Approved by Town of:Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 11/15/2 010 Sewage Permit# Assessor's Map/Parcel 15 3/10 Installer& Designer Certification Form Designer: BSC GROUP, INC. Installer: A!Z/yj,� 1/- o of cky),il_ jA- Address: 349 Route 28, Unit D Address: -5YA t g K ffovSe led W. Yarmouth, MA 02673 SA��4>�cN � o2S63 On was issued a permit to install a M(date) (installer) septic system at 339 Church Street, W. Barnstable based on a design drawn by (address) 11/10/2 0 0 9 BSC GROG P, INC. dated revised 1/06/2010 ifound signer) X I chat the septic system referenced above was installed substantially according to the , which may include minor approved changes such as lateral relocation of the disn box and/or septic tank. Stripout (if required) was inspected and the soils we satisfactory. X2 Jertified rtify that the septic system referenced above was installed with major changes (i.e. ter than 10' lateral relocation of the SAS or any vertical relocation of any component he septic system) but in accordance with State & Local Regulations. Plan revision or as-built by designer to follow. Stripout (if required) w inspected and the soils e found satisfactory. 'VI"of 4f4.9 cy 6RIAN G. G YERGATIAN (Installer's Signature) 6VII. y A ,No.48206 C Q 0 FSS/ONAIE�G sign ign tur (Affix Design p 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. gAoffice formsWesignercertification form.doc f CERTIFICATE OF ANALYSIS Page: z 6 ?' i*i Renort For: Barnstable County Health Laboratory c ass�crt� Report Dated: 12/4/2009 Todd Prada Order No.: G0955390 84 Bradford Rd. South Dennis, MA 02660 Laboratory ID H: 0955390-01 Description: Water-Drinking Water Sample M Sampling Location: 339 Church St.West Barnstable,MA Collected: 11/30/2009 Collected by: All Cape Received: 11/30/2009 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Chlorobenzene ND ug/L 0.50 100 EPA 524.2 yn 11/30/2009 Chloroetharn. ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Chlorofonn ND ug/l.. 0.50 80 EPA 524.2 yn 11/30/2009 cis-1,2-DicNoroethene ND ug/L 0.50 70 EPA 524.2 yn 11/30/2009 cis-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Dibromochlcromethane ND ug/1, 0.50 EPA 524.2 yn 11/30/2009 Dibromomethane ND ug/L 0,50 EPA 524.2 yn 11/30/2009 Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 11/30/2009 Hexa.chlorobutadiene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Isopropyl benzene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 11/30/2009 Methyl-tert-butyl ether ND ug/l. 0.50 EPA 524.2 yn 11/30/2009 Naphthalene ND ug/l. 0.50 EPA 524.2 yn 11/30/2009 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 n-Propylbenzene ND ugiL 0.50 EPA 524.2 yn 11/30/2009 p-Isopropyltol'uene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 sec-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Styrene ND ug/L 0.50 100 EPA 524.2 yn 11/30/2009 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn I IJ30/2009 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 11/30/2009 Toluene ND ug/L 0.50 1000 EPA 524.2 yn 11/30/2009 Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 11/30/2009 trans71,2-Dichl'oroethene ND ug/L 0.50 100 EPA 524.2 yn 11/30/2009 trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 11/30/2009 Trichlorofluoro_nethane ND ug/L 0,50 EPA 524.2 yn 11/30/2009 Based on the results of the parameters tested,the water is suitable./or drinking,but may present aesthetic problems(taste, odor, staining)due'to Iron. Attached please find the laboratory certified parameter list. O roved By. PP Oa (L irector)i d o� ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 e e `Q ypF,tA 'a' CERTIFICATE OF ANALYSIS Pa T >» g It Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/2/2009 Todd Prada Order No.: G0955390 84 Bradford Rd, South Dennis, MA 02660 Laboratory ID#• 0955390-01 Description: Water-Drinking Water Sample N: Sampling Location: 339 Church St.West Barnstable,MA Collected: 11/30/2009 Collected by: All Cape Received: 11/30/2009 I Routine ITEM RESULT UNITS RL MCL Method# An_ alyst Tested Note I Nitrate as Nitrogen ND mg/L 0,10 10 EPA 300.0 LAP 11/30/2009 Copper ND mg/L 0.10 1.3 SM 311113 LAP 12/2/2009 Iron 4.9 mg/L 0.10 0.3 SM3111B LAP 12/2/2009 Sodium 10 mg/L 1.0 20 SM 311113 LAP 12/2/2009 Total Coliform Absent P/A 0 0 SM9223 AF 11/30/2009 Conductance 120 umohs/cm 2.0 EPA 120.1 DCB 11/30/2009 pH 6.9 pH-units 0 SM 4500 H-B DCB 11/30/2009 i Based on the results of the parameters tested,the water is suitable for drinking,but tnay present aesthetic problems(taste, odor, staining)due to Iron. s 6 � Attached please find the laboratory certified parameter list. Approved By: — ? .. ' (Lab anager) czz �O o� o� o �. D ;z � o co � 5- t w � ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 � 5 17/2011 TUB 8: 38 FAX 5083627103 Barnstable CTY HealthLab --- Barnstable Health 2001/003 J CERTIFICATE OF ANALYSIS Page: , Barnstable County Health Laboratory Report Prepared For: Rcport DaNxl: 12/12609 - Todd Prada Order No.: G0955390 84 Bradford Rd. South Dennis, MA 02660 ....._..... .-..._.._—___.. _. .................___.._....... v....._.._.......... ... ......._._....._..._._._.. . ............ _. .. .... Laboratory ID 4. 0955390-01 Description: Water-Drinking Water t Sample it: Sampting Location: 339 Church St.West Barnstable,MA Collected: 11/30t2009 Collected by: All Cape Received: I MK009 ! Routine ITEM RESULT UNITS RL MCL Method# -Analyst Tested Note � Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 11i30/2009 Copper ND mgrL 0.10 1.3 SM 31118 LAP 12 V2009 1 1 Iron 4.9 mg'L 0.10 0.3 SM 31118 LAP 12/2/2009 Sodium 10 tngiL 1.0 20 SM3111B LAP MA009 Total Coliform Absent P(A 0 0 SM9223 AF 11/30/2009 Conductance 120 umohskm 2.0 EPA 120.1 DCB 11(30/2009 f PH 6.9 pH-units 0 SM 4500 H-B DCB 11/30!2009 If Based on the results of the parameters tested,the water is suitable for drinking,bud may present aesthetic problems(taste,odor, I i staining)due to Iron. a 1 ` Attached please find the laboratory certified parameter list. Approved By: (Lab anager) X ; Y �o 1 d t ND,=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 Y No.-----�'O- Q�_O S6 Fee--- c--------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipplicat ion,forWell Conaruction3permit Application is hereby made fora permit to Construct ( ), Alter ( ), or Repair ( )an individ al We at: r Location — Ad�dreesss� �Assessors „Map and Parcel /�- Owr r Address f P%i7� I Inst+���er 6— E erg YL L'a�l! Address Type of Building 11NN�� Dwelling Other - Type of Building-=-----_—_______ No. of Persons- Type of Well R V C_ —� _ Capacity-----_-——---- - --- Purpose of Well-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private W 11 Protection Regulation - The undersigned further agrees not to place the well in operation until a Certific to f Co ance has been issued by the Board of Health. Signed -- r dat L7 A Application Approved By. date Application Disapproved for t following reasons: -- ----------------------------------- date -- Permit No. Issued---- --- ------__---- date BOARD OF HEALTH TOWN OF °BARNSTABLE C ertif icate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (Vr'Ztered ( orke ed ) by— �—'��N.____--��1�L_tSl.�._-�/V- — - —Installer at athas 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 NoY _086 --Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -- —-- _ Inspector —__----____-- T 2av -v 30 No.--w---__-- Fee-------------------- BOARD OF HEALTH TOWN O>F BARNSTABLE" [icationArVeri 'Congtrurtion Permit J ` Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (,. )an individual'Well at- 53 _ Location — Address Assessors Map and Parcel Own r f Addmis L, r O_ �1 C� ^�X •' Y U�S��� r Installer — Driller is G Address i�0.�/r RcJ o A (�tA$ Type o Building } Dwelling-- -—--— —----- Other - Type of Building—=--_____ __ No. of Persons--- . --y-•---------------- Type.of Well V C— —LA Capacity--------- --——--- ---- Purpose o Well- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private W 11 Protection Regulation — The undersigned further agrees not to j place the well in operation until a Certific to &ance has been issued by the Board of Health. Signed datF Application Approved By date Application Disapproved for th following reasons: _date Permit No. w 2 DO 0-t8— 0 Issued--�-----------------------------•-------- date f__ ------ ,—,_..e--__-______ ----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE k 4ertifirate Of CompUnce THIS IS TO CERTIFY, That the Individual Well Constructed ((.,4; Altered ( );or Repaired S ) Y � Installer \�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 Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- — Inspector-__------------------ ------------------------------------------------------------------------------------------------- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Ivell CongtructionPermit No. 200'q- 0 30 1V Fee— Permission is h --reby granted �t t-, 1 t`�� C v•� 1 `.2 , A41Z i Ntr A?611 to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at: — Street as shown on the application for a Well Construction Permit �� 2 No.-�.-r`� G 3t1 -- -- Dated—n— 11. I � _ ------------------------------- Board of Health DATE — w 7/2011 TUE 8: 38 FAX 5083627103 Barnstable CTY HealthLab --- Barnstable Health 0002/003 . titi a CERTIFICATE OF ANALYSIS Page: , �`y J Report For: Barnstable County Health Laboratory �yxfiE' Report Dated: 1242009 Todd Prada Order No.: G0955390 84 Bradford Rd. South Dennis, MA 02660 Laboratory ID I#: 0955390-01 Description: Water-Drinking Water Sample h; Sampling Location: 339 Church St.West Barnstable,MA Collected: 11/30/2009 Collected by: All Cape Received; t 1/3012009 _ EPA 524.2- volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analvst Tested Note Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn . 10012009 Chloromethane ND ugiL 0.50 EPA 524.2 yn 11/30,'2009 Vinyl chloride ND ug/L 0.50 2.0 EPA 5242 yn 11/3012009 Bromomethane ND ug/L 0.50 EPA5242 yn 11/3012009 1,1,1,2-Teirachloroethane ND ug/L 0.50 EPA 524.2 yn 11/30I2M9 1,1,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 11/3012009 x 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 11/30l2009 I 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 11/30i2009 l,l-Dichloroethane ND ug/L 0.50 EPA 524.2 yn 11/30i2009 i I 1,1-Dichloroethene ND ug/L D.50 7.0 EPA 524.2 yn 11/302009 1,1-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 11/302009 s 1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 11130/2009 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 11/302009 i 1,2,4-Trichloroben2ene ND ugll. 0.50 70 EPA 52U ym 11/302W9 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 11/302009 1,2-Dibromo-3-chloropropane ND ugJL 0.50 EPA 524.2 yn 11/302009 1,2-Dibromoethane(EDB) ND ugit 0.50 EPA 524.2 yn 11/30/2009 1,2-Dichlorobenzene ND ugiL 0.50 600 EPA 524.2 yn 11/30/20D9 1 1,2-Dichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn I I/30/20D9 1,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 11/30/2009 1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 11/302009 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn t U30/2009 1,3-Dichloropropane ND ug/L 0,50 EPA 524.2 yn 1 U30/2009 1,4-Dichlorobenzene NO ugiL 0.50 5.0 EPA 524.2 yn 11,10/2009 2,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 11,130/2009 2-Chlorotoluene ND Ug/L 0.50 EPA 5242 yn 11302009 4-Chlorotoluene ND' Ug/L 0.50 EPA 5242 yn 11,30/2009 Benzene ND ug/L 0.50 5.0 EPA 524.2 ya 11/302009 Brolnobenzene ND ug/L 0.50 EPA 524.2 yn I U30/2009 Bromochloromethane ND ug!L 0.50 EPA 524.2 yn 1130/2009 Bromodichloromethane ND ug!L 0.50 EPA 524.2 yn• 11130!2009 Bromoform ND ug/L 0.50 EPA 524.2 yn 11130!2009 Carbon tetrachloride ND ug+ti 0.50 5.0 EPA 524.2 yn t 1/30.12009 ND=None Detected RL =. Reporting Limit MWL-Maximum Contaminant Level ` l.; Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 ` 05,;�,17/2011 TUE 8: 38 FAX 5083627103 Barnstable CTY HealthLab .--- Barnstable Health �003/003 CERTIFICATE OF ANALYSIS IS Pa-e: 2 Report For: Barnstable County Health Laboratory -racfiu<?% Report Dated: 12/42009 Todd Prada Order No.: G0955390 84 Bradford Rd. South Dennis, MA 02660 Laborato:ry ID#: 0955390-01 Description: Water-Drinking Water l Sample#: Sampling Location: 339 Church St.West Barnstable,MA Collected- 11/30/2009 Collected by: All Cape Received: I1/30/2009 EPA 524.2- Volatile Organics by CC/-!t?S ITEM RESULT UNITS RL MCL Method d Analyst Tested Note Chlorobenzene ND ug!L 0.50 100 EPA 524.2 yn 11130/2009 Chloroethane ND uglL 0.50 CPA 524.2 yn 1130/2009 Chlorofo:-m ND ug!L 0.50 80 EPA 524.2 yn 1 U30/2009 cis-1,2-Dichloroethene ND ug1L 0.50 70 EPA 524.2 yn I Ii30/2009 s cis-1,3-Dichloro'propene ND ugiL 0.50 EPA 524.2 yn 11/30/2009 Dibromochloromethane ND ug!L 0.50 EPA 524.2 yn 11/30/2009 ! Dibromotnethane ND ug/L 0.50 EPA 524.2 yn 1 I/30!21009 Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 11/30!2009 l Hexachlorobutadiene ND ug/L 0.50 EPA 5242 yn 1113012009 Isopropylbenzene ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 11/3D!2009 Methyl-tert-butyl ether ND ug/L 0.50 EPA 524.2 yn 11/3D!2009 Naphthal-ne ND ug/L 0.50 EPA 524.2 yn 11/30/2009 f n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 11/30,2009 n-Propylbenzene ND ug/L 0.50 EPA 324.2 yn 11/30009 p-Isopror.yltoluene ND ug/I, 0.50 EPA 524.2 yn 11/30/2009 sec-Butyfbenzene ND ug!L 0.50 EPA 524.2 yn 11/30i2009 Styrene ND ug/L 0.50 100 EPA 524.2 yn 11/302009 tert-Butylbenzene ND ug!L 0.50 EPA 524.2 yn 11/30/2009 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 11/30/2009 Toluene ND ug/L 0,50 1000 EPA 524.2 yn 11/30/2009 Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 11/30/2009 trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 11/302009 trans-1,3-.Dichloropropene ND Ug/L oso EPA 524.2 yn 11/302009 Trichloroethene. ND ug/L 0.50 5.0 EPA 524.2 yn 11/30/2009 Trichlorofluoromethane ND ug/L 0.50 EPA 524.2 yn 11/30/2009 Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems(taste,odor, staining)due to Iron. 1 i Attached please find the laboratory certified parameter list. pproved B Y. SA I (L irector)i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court_Mouse, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 Town W Barnstable ` P# g ' u �r Department of Regulsto ` Servi ry ce s Public Health Division l J '►E e)e.a�� 200 Main Snr.:ef H Date o rax+ yanoia MA 02601 . Date Scheduled 4 . . Fee Pd. . Aj Soil Suitab 7ity Assessment or Sewage Disposal Performed.By. Witnessed 11 Location Address IO CATION & GENERAL INFORMATION ) // n N i Owner's Name /gjl/�Z'S .2, /�R Address Assessor's Map/Parcel: ���/� . 7-W. /il'ft OZ67 3. Vi�'/Lr?Oa,� Engine s NEW CONSTRUCTION ngin r' Name REPAIR Tel N . -77g-- Land Use ���7 ' " 9/ Slopes(96) ' Distances from: Open Water Body /=�/� , Surface Stones a .Possible Wei Area �✓� t R. Drinking Water Well /50— R Drainage Way R` Propertji Line f- R Other R. SKETCH:(Street name,dimensions of lot;exact locations of test holes et perc testa,laestc wetlands In Proximity to holes) d. 11AA�_j Parent material(geologic) ✓fKIC� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit FACC Estimated Seasonal High Groundwater DETERMINATION FOR SEA ONAL HIGH WATER TABLE Method Used: deC. q TyS'fdM�'NT /007Wo0 �, Depth Observed standing in obs.hol0. Depth to weeping from side of o s.hole: in.:. Depth to soil mottles: In. Index Well N 5D W,2 Zk.adin Date: 7 in, ..Groundwater Ad�Justment fr, B Index Well level r ;.Adj.factor-per„_ AdJ,Groundwater Level //O If PERCOLATION TEST: Dole / 'A'Ittte 'oo Observation , Hole N �/ . .," . —,�--- Time at 4° .I/;z7!Z-0 /Z-�:°L:20 Depth of Pere lJoi.e]Z�� /�ri7(.�,`t�f�u Tlme at 6" 2'39 !Z Start Pre-soak Time -- �.,' `..Time(9"•6") �,j,``;?�` 6h'I.�� • End Pre-soak 'lL / IOSItL'' G05�L Rate Minllnch LZMP.T. 7i1Py.. ti Site Suitability Assessment: Site Passel Sit!Failed i Additional Testing Needed(Y/N) /V Original: Public Health Division ObseMition Hole Data To Be Completed on Back----=— ***If percolation test is to be conducted within 100'of wetland,you must first not the Barnstable Conservation Division at least one(1) week prior to beginning. Q:ISEPTIr_VERCf7ORM.DOC r DEEP.OBSERVATION HO7,,E LOG Hole# . Depth from Soil Horizon Soil Texture Soil Color Soil• Other Surface(in.) (USDA) �` (Munsell) Mottling (Structure,Stones;Boulders: . toGovell till S4/1610 �. a1 u 02 "A Y5 . IIf o - DEEP 03SERVATION HO E LOG Hole# Depth from Soil Horizon Soil Texture v Soil Color Soil Other Surface(in.). (USDA) (Mansell). Mottling (Structure,Stoncs,Boulders. Consistency,%draven .�.poieel it l � C.S J/• Gp • � a L S9 M Y' IV, 4r eL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muoselq Mottling (Structure,Stones,Boulders. -onsisto c 71K <oa —i�ry.od i ca DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Mansell Mo►tBn) g (Structure,Stones.Boulders. onsistency, i '� 6'' G. .✓D z y Flood Insurance Rate Man: Above 500 year flood boundary No Yes , Within 500 year boundary No Yes • Within 100 year flood boundary No _Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring p6rvi,ohs mtiterial exist in all areas observed throughout the area proposed for the soil absorption system? V If not,what is the depth of naturally occurring pervidus material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Env' onmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in)10 CMR 15.017 Signature Date Q:WBr17C-,PBRCFOR M.DOC t ' -r` . .. ' 1r Fee-Yj-.— -- - - No.- -- BOARD OF HEALTH TOWN OF BARNSTABLE Application rWell Construction Permit Ap lication is hereby made for a permit to Construct ( Alter ( ), or Repair ( )an individual Well at: Location — Address / Assessors Map and Parcel G/Cel D G� iLL �' �oia n EXer l n Address --,O A-5_ca-N `---- --Lilll------------ Installer — Driller Addres Type of Building Dwelling Other - Type of Building ------------------- No. of Persons------------------------------------------------- Type of Well y— 10_0 C—,---- - —— - -- - Capacity---------------------------------------------------— ---- Purpose of Well-- 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 Certificate . f Compliance has been issued by the Board of Health. Signed _ " G�+�✓"_- - - - -- ------- - ----------------------------- date Application Approved By `------------------- -- a== -'�---_cL__� date Application Disapproved for the following reasons:------—--------------------------------------------------------------- -——---—-----—----—-------------- - -- ------------------------------------------------- date PermitNo. -- -- _ - —-- Issued------------------------------------------------—--------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS II/S�� TO ERTIFY, That the Individual Well Constructed ( �, Altered ( ), or Repaired ( ) by----�J_-,&-� n=Ln e t— / /lnnstaller at_PU!C e �� f.G., �G --`� _--_/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. ��-' -- ----�,11 -LO----Dated------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- Inspector----------------------- ----------------------------------------- .. .. ..y��. ...��� ..-...,. . /' •}.y- ti.. � �. -'... _. . -.►L*'v.�..-a.,iSn J^r!{.''�t".•�..•�+w�i�a•r+r•r�.+••�.tii��s...,-.rp.... . Fee- BOARD OF HEALTH I TOWN OF BARNSTABLE ApplicationArVell Contructionpermit j Ap lication is hereby made for a permit to Construct ( 4,'(Alter ( ), or Repair ( )an individual Well at: f '- ----- - - ----------------- --------- Location — Address Assessors Map//and Parcel O ner Address Installer — Driller Addres Type of Building Dwelling i sOther -•Type of Building----------------------------------- No. of Persons------------------------------------------------------ Type of Well --.---------- -- - - Capacity--------- ---- -- ----------------- - - ----__ ,. Purpose of Well--- Agreement: a' i The undersigned agrees to install the aforedescribed individual well in accordance with the provisions 9f The Town of Barnstable Board of,Health Private-Well Protection Regulation - The undersigned further agrees�ot to place the well in operation until a Certificate-if Compliance has been issued by the Board of Health. Signed ------------------------------------- -�--�---r --=----------- date Application Approved By— SIN It'10 �°' -- —---— date Application Disapproved for the following reasons:-- —----------------------------------------------------------------------------------- ---------- ---------------------------------------------------------------------------- F; date aa-7� Permit No. -- d�= - -- —-- -- - - - - —---------------------- ` _�____-- __ Issued- • Ya .� .. date. ,,sue.�:,c..r..�^��:,:a:s..� .:=-.�=�-=-:srra;�� .,r. ...r.q:+�'.wmr4�,.�w...+eM..ro�i..�....�hr•�.4•.- .r...+�.+.�..,rai:..niM.w+r.n+w•�.a.+rka.rao �+51ii..'sCS+:.tiw�l�..YC.: - - - -=.. ' BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( 'f, Altered ( ), or Repaired ( ) bY- - CGt - ------------------------------------------ Installer at_P�!�_P �� C L 'G�_—5 T--- ") -- Q '"'------------ 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. AV 97, f----Dated------------------------ E THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. ? DATE---------- - ----- — -- - =— — Inspector-------------------------------------------------------------------------- ,.��.�����.����wr-+'..w�.��ter.+rw....r r��•.ri.�,•,-'��' •. ?a1�i �MiMMv45r TM �NM�..�.eonllMl�+�RNYM�WM�}!!grl�'�IM!!RS�.TlleeZ�.,�R,RI�• -._ .. :.. - -•..,,•.,.�.., 3YiY.ii'.�W'LiiMYGi'bW�M!�fA��di6gl�iWY'.w - r BOARD OF HEALTH TOWN OF BARNSTABLE 1peCf CoWruct ion Permit Fee p A S tic Permission is hereby granted-------------- -------------------------------------------- ---------------------------------------------------- r to Co struct Alter ( ), or Repair ( . ) an Individual Well at: 't No. ----—-`---- r= -w:----°------------------------------- ---------------------------------------------------------------------------------- Street i as shown on the application for a Well Construction Permit Dated--- - = �3T = -------------------------------- --------------- ----,Boar Health----------- -------------- DATE ° PERMIT SET: 12.22.09 - 45•-6• � - •- � � ERT E 0 HDU2-SOS 2.5 W/5/8"DIA. ALL THREAD ROD HOLDOwN. BASEMNT NOTES: PRECAST CONC. ,• OUTLINE OF L MAIN FOUNDATION WALLS To BE 1a'POURED CONC.W/20/5 TOP D � p/•� INC.BULKHEAD NEW DECK ABOVE ® &BOTTOu BARS h/5 VERT.BARS O 1'-6"O.C. ARCHITECTS,I C �—OUTLINE OF A HOU4-SDS 2.5 W/5/8'DIA. ALL THREAD ROD HOLDOWN. REST FouxDATIOR OH la•x2a•STRIP FOOTING. •I : fI PROVDE 30/5 HORI$.BARS CONTINUWS IN STRIP FOOTING W/ NEW DECK ABOVE A•3 KEYWAY.PROVIDE 5 8"%12"ANCHOR BOLTS O 4'-a'O.C.MAX HDU5-SDS 2.5 W/5/8"DIA. ALL THREAD ROD HOLDOWN. FOUNDATION COLUMNS TO BE MSS}1/2•'%3 1/2"%1/{" 5/8"DIA.A.B. 04'-0"O.C. D Y!E 1 3/4" ' ' ' MIN. 2 PER WALL SEGMENT 5 #*5/8"DIA.X3'-0" ALL THREAD ROD W/DOUBLE NUT WASHERP V2"z6^xta'CAP&BASE w/m 3/4^ TAM.BOLTS. LD �'� S K�f S ' " L__________ - - - WETSET IN CONCRETE CONNECTIONS.FOOTINGS TO BE 4B"4B"X 12"SLABS. �:.: ' 50/5 BARS EACH WAY 3"OFF BOTTOM. 5 - . 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. MMI)IIl�Tj ' 3/4" , 3 4" C T CAP TO BE 4'•POURED CONC,ON COMPACTED FlU., Y w ass • i , I PRO" ______________ __i I U IN ALONG WALLS AND BEAM COLUMN LINES. ROV.C. VE REBARS 12"O.C. VERT IN MAIN S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS FOUNDATION WALLS TO TIE M REQUIRED BY CODE(WINDOWS OR MECHANICAL) 'I PROVIDE p5 REBARS® FROST WALLS. TYP. www.ERTARp11TECTS.cOu 12"O.C. VERT IN MAIN U I 6.CONTRACTOR SMALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN FOUNDATION WALLS TO TIE 0 CONTRACTOR SHALL CNNECTION WHERE POUR 4'-0"MINIMUM COVER. MAINTAIN 48"MINIMUMIS NOT CONTINUOUS. IN TO FROST WALLS. TYP. FOOTING COVERAGET.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS TIP. m i CONNECTION WHERE POUR ; ; ; ],,"�INOTO DROP TOP OF WALL ' IS NOT CONTINUOUS. X �R________________ i 12"AT DOOR OPENING$ � � 8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLS. HOUSE MOVE W/ a BACKFILL W/CLEAN •I 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING. ADDMONS BE RENOVATIONS BP r' INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO 1HE ATTENTION __________________ _ COMPACTED FILL OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. P CUP ANGLES I --' FOR: m z WQ2T*X,'"DIA. I GARAGE SLAB x W 205/ DIA. ' w ' .O BOLTS EA.LEG �7T�7�� (TOTAL 6 BOLT$) I 1J 1V17IL T GARAGE FOUNDATION i i i 14'-6" 14'-6" 13'-0' 12'-10" � ti � ----------- . COMPANIE D ' _ W OP BOTTOM AR i _--_- _____ _ ;REST FOUNDATION ON 20 XIO- STRIP FOOTING. 4 d r , _______. 5 8 DIA.ROD .________ I , , I I I t TO SHARE PAD o PROVIDE 37K HORIZ.OARS CONT.#5 B STRIP I FOOTING FOOTING W KEYWAY.LAP TOP 5 BARS TO , ' W8X24 DROPPED STEEL BEAM ABOVE I WBX24 DROPPED$TEFL BEAM ABOVE a �I MAIN WALL BARS.PROVIDE TRANSITION '—'—'—'—'—'---'---'—'--�'—T '— '—'—'---'—'---'---"— — -------'—'—' '-- — -----.—E——�— — •---- -----• REINFORCINGW H RI ARS SPACED IN. 20 5 8 ANCHOR BOLTS 339 CHURCH STREET 4 p5 I Z.B ' / B 3 I VERT. ®1Y O.C. PROVIDE 5/8"X76" ANCHOR PER WALL SEGMENT BARNSTABLE;MA I I I i I I I 1 BOLTS 0 4'-0"O.C. MAX. _____: _ _________: u z 36"X36"X72" BP UNFINISHED I� CONC. SLAB FTG. PITCH 1/8"PER FOOT A g —FOUNDATION MISS 3 1/2'X3 1/2"Xt/4"W I� TOWARDS DOORS WALL BELOW ' P 1/2X6k10 CAF&BASE 0 a0 ' 48" 48"X12"FOOTING W/SOPS BASEMENT Im - ' EACH WAY 3"OFF BO OM, ti ' I3BP �—PROVIDE VE REBARS N DOUBLE JOISTS UNDER o __ ______________________ ___ , ALL PARALLEL PARTITIONS A 1 12 O.C. RT IN MAIN , , I �m ' FOUNDATION WALL$TO TIE IN TO FROST WALLS. TYP. " �., ,• N CONNECTION WHERE POUR I I 3 IS NOT CONTINUOUS. EXTERIOR WALL , , a I I UP A• ' n i i• i I i¢I i 1 3/4" B F I I - w ** 4 DETAIL 5 I I __________________ _______________________ __ -D• THESE PLANS ARE NOT OBE USED I Ia GOR PEM CRIG A Dd nCT'd __________ BT ___ .____,a__a__a__a__a__ _ ' ' BT 6 PDRPOSES UN F<c STAMPED&SMED I 1H AN OS.. ARCHITECTS STAYv AND sdATURE&YAPo(ED AS'PERMIT$ET•d"CONSTftlICTId SET'. - - r C DEP I I I I I 36"DIAM.CORRUGATED ---------------- ------ GALVANIZED STEEL , PROVIDE 12"SLAB FOOTING FOR 2008 ERr ARb11TECf5.I.C.THE INiAwxGS AND - AREAWAY W/GRAVEL --------""------ - BRICK STEP. INCLUDE k4 ALL DF THE ARRAN AND BED, TYPICAL PROVIDE 12 SLAB FOOTING FOR REBARS O 12"O.C. TO TTIIE TMER®Y,ARE orNEo er D REMAIN THE PRaPn+n IN TO FOUNDATION. PLAxs..M.——E.BY ANDPE.ON RFPREXNTm RICK STEP. INCLUDE®4 OF MT AROIImem Ne NO PAAT THEREOF­ REBARS 0 12"O.C. TO TIE HDU HOLOO BE UnLIM BY ANY PERSON,FRM.OA COAPoRATid 1 IN TO FOUNDATION. _ _ FOR ANY PURPOSE.EXCEPT WTH SPEOFIC MTI TEN ' vERMIS51d OF THE FLAY ERT ARWIlEC15.LNG REFLECTS A 3'-O"INCREASE EXISTING IN FOOTPRINT,SEE EXISTING 2X72O16"O.C. II_ PROJECT 320808 FOUNDATION PLAN A CONDITIONS PLANS �. A.3 DATE ISSUED: 12.22.09 2X6 5/8"DIA. ALL THREAD REVISIONS: ROUGH STEEL FLANGE STEEL BEAM Q - 20 5/8"DIA. J-BOL D STEEL TO POCKET A SECTION B SECTION PERMIT SET: 12.22.09 PROGRESS SET HSS 3 1 2"X3 1 2"X1 4"W DO NOT BACKFILL WALL Y // / / oTN T m FronxDs suu azAR d caRACTm rnANuua Fu P 1 2%6k10 CAP&BASE 0 UNTIL CONCRETE HAS ``• 6 MIL POLY VAPOR BARRIER- uI n.-r iUw� YUYA° �N�mIFI•ARa°iFcr T PRICING PRO t) " / ATTAINED 7 DAY STRENGTH V i{f( 48"X48"X72"FOOTING W�5®y5 AND BOTH TOP&BOTTOM TYPICAL WALL NOTES R LOoo TEIy P wTEREH?cvminoxs,wE ExcanTERm. EACH WAY 3"OFF BOTTOM. OF WALL ARE PROPERLY .II I I COORD. DIM. W/ ` SECURED. II 5,�8"DIAM. 12"GALV. ANCHOR 6"COMPACTED FlLL 'A(2'• �� :�' \I -.�� .II 20 s5 REBAR I I DOOR LOCATON O EXISTING 1ST FUR EXT. WALL �i RS VERTICAL BARS 018 OC _ BOLT 0 4'-0 D.C. " 6"APRON, THICKEN TO 8" , 4"CONCRETE SLAB 6 MIL POLY I� ®DOOR OPENING 1 —GARAGE DOOR 10"POURED CONC. WALL .. II' 202X6 P.T.SILL 1 > VAPOR BARRIER II' 4"CONC. SLAB I 1 1/2"Xt 1/2"Xl/4" \' CONCRETE FOOTING PLACE 2�45 BARS®TOP dt MIT -' 11 SILL SEALER Y-� 1 1 GALV.ANGLE W/p4 M I & BASE PLATE OF WALL AROUND ALL II N.T.S. I ANCHORS 0 3'-0" A �- DOOR,WINDOW,AND OTHER 6 COMPACTED FlLL I 0 D.C. MAX WALL OPENINGS. .IIIIO F 1 1 - 7H PO CARRY DAMPROOFING /F .. IIII - FOUNDATION. �• �'LZJ EXISTING 2X12 FRAMING - FOOTING jl _ FINISHE: FILL&TAMP I FOR SLOPE, 5'AROUNO� I p 4"CONC.SLAB F AT R It 1/4X3X3 WASHER 2X4 KEYWAY —IIII IIII 202X6 P.T.SILL 3® 5 REBARS, NT.. 'I 88THRWAY$(TYPICA) I;. IIII— — — a O 2X4 KEYWAY SCALE: T •"i 94 SILL SEALER \ \.._ . p -I IIII=IIII III 30#5 REBARS,CON7 °:O 5/8"DIAM.12"GALV. ANCHOR '::, ___ :.1- _ --_—_ 0 1 2 4 B __C___ C___ C_ _=___ _____C -:.I 2X4 KEYWAY IIII IIII _ II IIII BOLT 0 4'-0"O.C. — — = 2.0 q5 REBARS,CONT //� 3 MAINTAIN MIN.OF 48 = IIII- 6�COMP'FILL UNLESS OTHERWISE NOTED. ^ .... . ._ .m FOOTING COVERAGE 30g5 CON 7. BAR — — — — i ..'. f S III I—IIII-11 IIIIIIIIIIIF�IIIIIIIII /\/\/\r\/ /, , �j D D O , T NO. g0 VLN I.tlAHS ..... ........N-iM.- ..._... - :.-... -._-..:::......ulM IT::_ YUU IINU IU WILAH DN _ ...._.::::_......,::;........ :::......::::.:�:::.I D —IIII—III—I \`' \ \` \` \` \` �• IIII............:.:...:.....:.....IIII.:.-......:._ RSmpA I........,..'.....:: IIII SHEET ......_.. ii....._ ...._.. .._.......:..._....:..._....... ..._... ........ .._.._ ...................... -_. I BOT. OF FOOTIN — — \ \ C\ \\ \\ \\ \\ \\ \ \\` \� \\` \\` x' TILT : UNDISTURBED SOIL 4'BELOW RA \�\� % �� A.0 :::::::: .._.._........._::::.....__: :-- ::.. - ... G DE— — 20 q5 REBARS.CONT. .:: V ....... :: .::._...._:::...._II:T..-;,..—: ......_::::........::::........:II.._....::;:..._._;;;:.......1I......_.... _.... ELEVATION T.B.O. __.:,........ _............._._........._..:..........::::........:III.....,....:_: —IIII—I �L...: :".:.:...:::....._ .. MINIMUM. — Q \\ O\O��\\,\\,\ \ \�\\,�\\,�\\. FOUNDATION PLAN 1 &AROUND ALL OPENINGS — I—I `�'\�' .'IIII====;. _- :==:IIII:::::::_._:...__.==IL_===__. :s.a _'.__ __ti; 5• 5" l DAMPROOFlNG 'a II==== ::-c::iii.___:.i :-::-:i :___aii -._.-:; _--: ::::::: ::,__ ____ _,,::;II - — — — — — — — e• & DETAILS s IL.....................:.IL................................ILL........:................_IIII:.............. _:: 1 L t0' F t F TOTAL NUMBER OF SHEETS IN SET: T TYPICAL SILL DETAIL O COLUMN FOOTING DETAIL O TYPICAL FDN DETAIL ® SGARAGE,SILL DETAIL O GAIRAGE APRON DETAIL S SHEET INVALID TENFoodea suu eFAR d CgRACTm wANu1AR FRE RAE uNasTMmm OruNUun wi�mTE ar oar,FEAT. UNLESS ACCOMPANIED BY iwN..EOErAnY:oR wcANc YATun NOT°v ARanTEtt IYYEDIARRY IF DermeNT cdnnas ARE ERceuNTERm. A COMPLETE SET OF WORKING DRAWINGS ��I.a PERAOT SET: 12.22.09 - ERT ARCHITECTS,INC. .. ............ _.......,,.. ..._....... ..,.............. .._DN ............ ................. ....::::....................................__....................................:..._....._:.._..........................._.._:::._........................:._................................................................ ....................._.. ............................................_...._..................................................................................._......_.......................................................................................................................... ..........._.........................._....__..._....._......................._..._............._............._.........................__....................._................................................................................................. _.........__....._..........._..........._.........._........._.........................._......._................._.._...._......_.._._...__.......__..._..._..............................._...._.._._..._........................_..._.......__........_ rY_ _ _ _ _ _ _ _ _ _ _ _ _ __ - _ _ - V w r j ... ..... ......................... .......... :. HDU2-SDS 2.5 W/5/8"DIA. ALL THREAD ROD HOEDOWN. aim w 302-M3 ++ +' .... 4 HDU4-SDS 2.5 W/5/8"DIA. ALL THREAD ROD HOEDOWN. '�1�3 .... .... .. ... .. .. ... .... rm ......................................................................._...._.........................................................__.._......._..................._......................__........................_....._............................._.................................._...._...._........_.............................................._..........._...._ _...A............................._....__....................................._.............................._..._._.................................._................____............... ....._ "....._....................._..._...._....................__._................_._...__...__ HDUS-SDS 2.5 W/5 8 DIA. ALL THREAD ROD HOLAOWN. ........_..........._................._....._.. /HATCH AREA AR ............._...................._.........._....._.. .......... .......ED S E ..._......_...................................._....__...A.,g........_........_....._._.EXISTING TO REMAIN .__........__................._...................._..... ..... .................._..... 3 ®2X4 POST.......................................................................................... .........................................................................................._...... .................................._........................................._...... 302%4 POST ....... ... _..._ ... ... ._.. ..__... .... ....._ HOUSE MOVE W/ - ADDITION &RENOVATIONS 302X4 S FOR:. \ . H U SDS 2 5 DUNHILL KITCHEN / a g �4a COMPANIES,LTD. LO _'�� \\ \ \\ \\ \ ♦ \ \ \ .N 20 MIN. DOOR 3 i F F�i 39 CHURCH STREET ISLAND a r PROVIDE 2 LAYERS 5/8• i x W 3a-�a3 BARNSTABLE,MA TYPE X"FIRECODE GWB 3068 \ \ N 1/2•GOLDS ND RESILIENT MUDIRM FURRING CHANNELS®CEILING , V, UP N DOOR OPENERS SHALL BE MOUNTED I uNi o F \�� A. v'� •'\ ,,\ ` \''•• '� \ \\ SPLAY IN CNRG w AL � ON RESILIENT MOUNTS u . m wQ000w \ 302X4C NG —————— ——— mQ W12X26 DROPPED STEEL BEAM � •I \...\ \ -\\\\ 3/4FL 9H1/2'L�EIL ON RIDGIE S%4EAM 11,60W0 CAR GA ;----___--- 201 Aj V A \� .., •.�,��,, .. .. 1 1 �� x z \ \ \� \ ::: _ I PITCH SLAB 1/8"PER FT A DEN TOWARDS DOORS , ... ........ - ___ ® PROVIDE 1 LAYER 5 8"SPACE ITNm PLANS ARE NOT TO BE USED \ \ \ \ \ SHEAR vALOL TYPE X"FIRECODE GWB I WOfi P©.C. EDGEBE ---____-- n CONNECTIONS W/LIVING SPA i PUR�POPWITHg miss OR_ImtTIa°NiEo --_--_ N I STAMP AND 9OR,(RIATURE R MARKED LIVING 0 L=AREA /1 I BLOCK Q SUPPORTED i As cmMrt sEr OR caNsmucnoN r. \`'` ,., \••,\ ` AKCA S• EDGES GAS FIREPLACE .... .... - tJ S UP V ^ry [ 2868 B ORµ TMi q�THEREIN OR REPRRE ERM D A.3 THEREBY.ARE OWNED BY AND REMAIN THE PROPQ YY Sf�RRT _ 1 1/2" _. _ .... Of T ARCH iECT6,ERS NO PART THEREOF SHALL . .... ,l ..x'_ I, BE�UTµIID F ANY PERSON,FIRM.�pi CORPORATION 5 4 2®1 3/4"%9 1/2" F PERMISSION OF THE FIRM ERT ARWITECTS INC. HDU4-SDS 2.5 HDU2-SDS 2.5 02X4 POST -0" WINDOW SEAT WINDOW SEAT _ _ _ _ _ PROJECT p: 320808 -- ---- == - 3®2X4 POST DATE ISSUED: 12.22.09 FIRST FLOOR PLAN = :=:T:::-::. -::__ REVISIONS: RE CIS A S-0•INCREASE , IN FO FLEOTPRINT,SEE DUSTING CONDITIONS PLANS A A.3 3®2X4 I Is PERMIT SET: 12.22.09 f PROGRESS E U T?{ PRICIN NO S: o I1 i { PR AA.tlCy TEl� 1. ALL EXTERIOR WALLS SHALL 2X4 O i6' O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ED. ,K , O AL N WI O.C.UNLESS OTHERWISE NOTED. .V 3.CONTRACTOR SHALL VERIFY ALL WINDOW O 5^ ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. z 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS X ��• } PRIOR E CONSTRUCTION. CONTRACTOR ,� ASSUMES S RESPONSIBILITY FOR ANY MISSING OR W < il� INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION Of THE ARCHITECT. n m0 TYPICAL NOTES: b .............I G� THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF POST DN FROM THE CONDITION OF µY EXISTING STRUCTURE.EWIPMENT OR 2ND FLOOR AP LANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF WINDOW HEADER to ARCHITECTS SCOPE STATED IN THE AGREEMENT AND VERIFlCATON IS 3� U r 2X 6 D OP D TEE BE M MADE ONLY BY VISUAL OBSERVATION.IF THE ARCHITECT'S DOCUMENTS to — — — — REOUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE B RIN W LL 4• 1 O O AT THE TIME OF PREPARATION OF THESE DOCUMENTS,THE SEANCES WILL BE BE AOOITIONAI SERVICES. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION X O LL WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR 4®2X4 V O 1 2 4 B WALL PLASTER BOAR11MUSH. U CONTRACTOR SHALL OHE AND PROTECT FROM WEATHERONST ALL EXISTING HOUSE COMPPONENTSNTS AND INTERIORS DURING CONSTRUCTION 39 2X4- - = o UNLESS OTHERWISE NOTED. AND CONSTRUCT TEMPORARY SiRUCTURES/ENCLOSURES AS MAY BE s U NECESSARY TO INSURE SUCH PROTECTION. p -- -- j �j - SHEET NO. CONTRACTOR RHALL SITE INSPECT ALL STSTING V5.PROPOSED - --- -- -I CONDITIONS PRIOR CI AND DURING CONSTRUCTION AND NOTIFY ARCHITECT _ I RST FLOOR PLAN/ OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. i O _ O CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 2ND FLR FRAMING SHORING ETC.TO MAINTAIN//PpROTECT EXISTING HOUSE AND STRUC RAL INTEGRITY OF TO HOLISE. O 1 z CONTRACTOR SIIALL SI1E INSPECT/yERIFY ALL E)OSTING K PROPOSED F - ---- -- CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE AD.IUSTMENTS - TOTAL NUMBER OF SHEETS AS NECESSARY TO ENSURE CONPUµCE WITH DESIGN PARAMETERS AS N SET: WORK PROGRESSES, HATCHED AREAS INDICATE EXISTING CONDITIONS. 7 - DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. AS USED IN THESE DOCUMENTS,"PROVIDE"MEANS"FURNISH AND INSTALL" L THIS SHEET INVALID WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT BY DOCUMENTS,PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE 21�T1'1 LET R T.D/�*L�*T/"� UNLESS ACCOMPANIED THE WORK, j�r1 JD FL j"1 ANIIlr LJ A COMPLETE SE O WORKING DRAWINGS 1 - " PERMIT SET: 12.22.09 A ERT 2'-0' 39'-6 3/4' A.3 13'-5 1/4" 10'-4' 6'-0. 14'-0' 6'-O- 15'-10' 8'-8 1/ ARCHITECTS,INC. A�Ll11.W1�ml D��BIBIrpL�! TW2446 TW2446 TW2446�1 TW 446T1TW2446 TW 446 � WINDOW SEAT BUILT INS ........... K �/ 1 W ... ............... . O ' °I e� .......° HER W.I.C. 1 Y YMr1Wv I ..._ ✓/ qj I \ \ /� / wYw.ERTMCRIlECE5.00Y Y i.1 H °I : .:I m ..._........_., -------- ---- ------- ---- (I t 1'.(.I ( r is -7 1/4":. 6-10 HOUSE MOVE W/ ADDITIONS&RENOVATIONS '0 4'-0...1/4, 6 4 4 1/ 3'-5 1/2" 6-1 3 ° FOR: / „\ BA LOFT INTERIOR WIN W a dI ._._-___ n S o DUNHILL 2668 OPEN TO COMPANIES,LTD. N a / ....:...,.. BELOW 1 0;• N a DN N ":: ....:SPA M. BEDROOM BONUS N .... m 3 \ -- CATH RAL FILING # I RM 0 42'X48 ; '�.. �'�� OPE BED 339 CHURCH STREET 7(� a \ RAIL BARNSTABLE,MA HI\. S m \ INTERIOR --- Eu m i0 I TRANSOM ON 'N N i i I i o 7D : o I o •i B � WINDOW SEAT � o it „3• �• r___ �_-------------i _____t 2423 :.............: 1-0. ' TW2442 TW2442 TW2442 TW2442 1-0' ' . ' 1'-0' CENTER WINDOW IN TW2442 1'-0. STAIRWELL ERESE RUNS ME NOT to BE USED FOR PERYITRNG OR CON—ONFEDI 7'-O• PURPOSES UNLESS S MtN a SIGNED wEN AN alnaN,u•RantECEs S'-0' S'-6' 6'-0' 5'-0" 6'-0' 4'-0 1 2" 6'-0' 10'-6' 10'-4' 6'-0' 14'-O' 6'-0' STMIP MID scNaEURE a Yuttm nS•rERYIT SEE•OR•xarlSERucnorl SET'. c SECOND FLOOR PLAN ]DOB ERT♦IEA I DIS.I.C.n1E ORES. MID ALL OF THE IN IDEAS,MNEREONIENIS,RRESEN,MID PWIS INDICATED ONNED BY AN N EN REPRESENIm rOF ENT,ARE DYNm INC.AND PART T THE PR%IF FII E Y MCNIlEC1S,M NO PART tRECOR A BE R MY BY My PERSOEI,ITII E FTC"ITTEN iDR IRIY PIIRPOS[E%RW R -TEIC INC. A PERYISSYIN OF 1RE riRll ERT MWIlE015.INC. A.3 PROJECT q: 320808 DATE ISSUED: 12.22.09 15'-10" 8'-8 1/2' 04 EWP IN BETWEEN WINDOWS REVISIONS: OR 1/2• HEADER - - - OVERR MULLED WIN WINDOWS DOUBLE / 0 T 2 PERMIT SET: 12.22.09 PROGRESS SET 2 X1 PRICING P Fn S a o 0 ____ __ ___ ___ ___ ___ _ u " s Ban -0 / 6' 4" 1/ 3 5 /2' a 1. 01 4X M ER OCK 2X1 ®1 -0. RIDGk BO 0 1 A I- I I 1 25 3 "Xti A-LVLo n W DN ®i 0 RLA ® " PORT, fit! A If RIDE AR ® y� TR �� T o W ti o: U ®2 12 S 0 ,!wi* 0211, ZEN, " N 2X1 ®1 "O. DN m 4 /4 TI BE OC 2®1 3/4"X9 1/2"L O t 2 a 6 I Io 0 ' ,� x x DOUBLE UNLESS OTHERWISE NOTED. ___ ___ ___ ___ _ _ SHEET NO. IY _ A.2 - --- - - z�_3/4_X9_1 �v� '-0 SECOND FLOORPLAN -- �- -- ---- - 4X4 EWP IN BETWEEN WINDOWS & ROOF FRAMING 1X8 NAILE OR 209 1/2"LVL HEADER _______ __ ___ ___ _ ___ -_- ___ OVERLAY OVER MULLED WINDOWS TOTAL NUMBER OF SHEETS IN SET: ROOF FRAMING 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 1 PERMIT SET: 12.22.09 ERT ARCHITECTS,INC. AMCHtI>iCIB•B+L73aEOn�l®9.BTTB�B A.3 ASPHALT RIDGE CAP ROLL VENT a� RIDGE BOARD 1 5.5 ASPHALT ROOF SHINGLES �NA�M + 121 15#FELT PAPER ld=/� FLUSH HEADER 5/8"COX PLYWOOD � o/362-4M RAFTER VENT .•'"'`•.� _ . R-30 FIBERGLASS INSULATION r12y ATTIC WWw ERTMwIlEC15 4. 5+/- „ 12 ;r ,^_Sd d1i 'ti•L`l�11Y ' ..� :�' „�. f^,_, - ._ �..-14.5 4r M HOUSE ________________________ _ .d 2' d '..vYd' " A6 Y SlaL:YiTLtldii'S'" dY �.. I MOVE 12 �12 7� i �UTLNE OF DORMERS, ADDITIONS&RENOVATIONS ADDI ,0�60 O�so TYP. WALL NOTES 12r �ti 2%e®16NO.CO1575 'E BEYOND. FOR: ti+ c \ EW SECOND FLOOR WALLS NEW SECOND FLOOR 0 6Pb0," �." BONUS ROOM to DUNHILL COMPANIES,LTD. 3/4"FINISH FLOOR �> s � 3/4"FINISH FLOOR .o 3/4"SUBFLOOR SECOND FLOOR ---- SECOND FLOOR 3/4"SUBFLOORr --- ---- G y '� GARAGE 2ND FLOOR ....... ....... ........ .. ...._ .........NEW g 1./2r..FLOOa..,101$..$. NEW FRAMIN 339 CHURCH STREET ADJUST PLATE HEIGHT ^f. •L L_ f,.L, a�cJ.`: ........ i ti .+ 4 kji;C x .r tti,Y zl. ,.� BARNSTABLE,MA A TO ALIGN MAIN HOUY 2—CAR GARAGE -REMOVE EXISTING STAIRWELL B BUILD NEW IN SAME AREA ��GAR//A�6GE FOUNDATION: EXISTING STUD WALL a REST FOUNOApON ONP2O'%10"STRIP FOOTING. EXISTING FIRST FLOOR REPLACE SIDING n PROVIDE 30#5 HGRI2.BARS COFIT.IN STRIP FOOTING W/KEYWAY.LAP TOP/6 BARS TO T'IMAIN WALL BARS.PROVIDE TRANSITION I REINFORCING W/BD HOR12,BgARS SPACED Tn VERT.O 12"O.C.PA VIDE 5/B"X16"ANCHOR AO BOLTS O 4'-0'•O.CC.MA%. �EXIST'G FIRST FLOOR_ _ __EXIST'G FIRST FLOOR ------ 4 PITCH i/B"PER FOOT n ._1.1. t f t'•:1. TOWARDS DOORS 'O titlf•'.i.Al..i.f...L:1.1,.i1!/.\.\'��FP'l1'j�f'2�{�{f�FLV.JN"' �f/ .\.f••.....{J..t,.Flf.il. /Llr/ —DROPPED STEEL BEAM 2®2%6 P.T.SILL ____GARAGE SLAB 2®y5 BARS,TOP k BOTTOM BACKFlu w/CLEAN TE COMPAC D FILL ITHM PLANS ARE NOT TO BE USED FOR PIERMITYNG OR+ PURaTMSLsµM �AMPEos e n ED _ NEW FULL BASEMENT o aw ARw :...........:... ... ::I........_ : -I I 10'CONC.FOUNDATION WALL ::.....::::..!.;..— As•smart ffr aRw�'arRism&ucna ffr. 4'CONC. SLAB 3 "COMPACTED FILL ".I...._...I." ALL10OF TIE IDEAS.ARRRMGEN04T%DE9wS.AN A.0 PLANS INDICATED THEREON OR REPRESwTEO IRON®Y.ARE OMRED BY AND REMAIN TIE PROPERTY 0"X20'CONC.4STRI(IIPP FF�W.T(p�Gy. OF ERT ARwITECTS.INC.NO PART TIEREOF SN- 3 5 BARS CONT?IN4 F�OTING SECTION �Q, GARAGE BE UYUHD BY ANY PERSON.FIRM.OR CwPOPATON .. �� FOR ANY PURPOSE,EKCEPT M,TI SPECIFIC WnT,EN :.................. it F-� PERM ON OF THE FIRM ERT ARLNITEGTS.I.C. ICE x WATER JJ PROJECT //: 320808 �n1 SECTION (a-),HOUSE SHIELD SHIELD®EAVES TYPICAL DATE ISSUED: 12.22.09 REVISIONS: . i rg' 12:12 12:12 36'ICE 8 WATER SHIELD 0 EAVES n COMPLETELY COVER SHED TYPICAL PERMIT ROOFS W/1 DYER ICE 3 ♦I PROGRESS SET: 12.22.0922 09 + WATER BARRIER.�7 PRICIN N} / N} COMPLETELY COVER SHED PR I2 I %"'� ROOFS W/I LAYER ICE 0 WATER ,y z/lONPLETELY COVER SHED �0 . ROOFS 1 LATER ICE 0 4:12 WAW7�R BARRIER. ` Y YA PORT, u. ICE Q WATER may' r i o AL VALLEYS } `=I .stu3 .,� CAL N I GISTR 1 /} I �+ p COMPLETELY COVER SHED ol�ROOFS W/1 LAY1F ICE h WATER BARRIER scA 18"ICE k WATER O t 2 4 SHIELD O RAKES " I TYPICAL 12:12 12:12 v\+i 12:12 12:12 12:12 UNLESS OTHERWISE NOTED. 36"ICE 8:WATER + 12:12 12:12 12:12 SHIELD S SHEAET�O. SECTIONS/ ICE&WATER ROOF PLAN SHIELD IC RAKES TYPICAL TOTAL NUMBER OF SHEETS IN SET: ROOF PLAN 7 SCALE: 1/8"=1'-O" THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS _ NOTE: PERMIT SET. 12.22.09 I- A 400 SERIES TILT-WASH TQ: !_ ALL OUBLE SERIES AND AWNINGS. ..I I ..., I 1 I , WHITE VINYL CLAD EXTERIORS AND SIMULATED DIVIDED LIGHTS. ... -_... I .. - A , 1 1... - I. I EI O .1_......', i ALL NEW GLASS DOORS TO BE ANDERSEN 400 SERIES VIiITE ERT .._ ! .. ..I .... ....I..... ,.a......:� .... .. L.. .. ,. ,l _,.l..._._...... I,. _ I ....: , VINYL CLAD EXTERIORS W/SIMULATED DIVIDED LIGHTS. .:.........A,..........._.................._.,:........_:........._:.........1._..._..._.,........................,......._.I.........::.........A-......._:.x..............._............._._.I.........:a.........1._......._..x._._...._....._............I......_._,:......_I._...:. ...__.I_......,: �...t�I..:. �i :: .l.....:.:......_,.i.........1...... :: ......,.;........1..,....._:..:. .....:..1........,............,.._....I..t......:. :..tr.l" :.y.:.�..?".:., ...... ::. I .:: .. .I .. .. I i I ..1 ,. I.... ..1. ..... t ARCH[TECTN7,11`I 1X4.1XIO RAKE BOARDS ._ .._. .........I...... .., .... .. ... .. I. I tI 11 1 It BumUIxw ........:........_.,_._._........:.,...... _: ..........,._.._....____..._.a.................:..............1........1...._ ...:.. ......_.......'._.,.,........_._._..,..I. ...., __."... __.......l..l............ t:"_."� .:.,.1_.�:: .1..,._,_ .C'." "...r.._...."..."l.t...... t_:., t........:...... _........1..,.-.....:.:._.,, .arr�Eaiue�>l�s. ARCHITECTURAL ASPHALT ...........,.,........._..........:.:._....,. .2. .. ..2_...._, ..........__.,......_.,,_....,.. _ ......:.,.._..�..�...__.t.t._........:. ROOF SHINGLES . ....._................... :..:. ................... .,..._........_.L...,._:..:....._. _.._1.,'...__.:..,._...._:.:.._..,.1. ....._._-.,_...L.A..._...:..:......._:..:..........l... R ��t 7.. .. .1 r• t. I ITL;. T. 1 _t _. - „ [ .-..I::(I .., .:_1] :""..11. _ - _ T,f I rl.. IN II 7 C1I'�:I 7(1_ . .....: I I, 1'.:-s. - .!-'' W- SFII , L I. ...1 -1 I I ro _.._.. � ......1 t...................,.... ;�� ..,.: t 1 C 1 � t r .,Cy,q L-,,. � I_T-.1 J t' MA_ _ .L. .: .. :f` 1 _ I. ...1 ....� 1 1. , �d NEw DOGHOUSE DORMERS r - - „_...., .......1.. .. 1 `:CI1. I i" '1X41X10 RAKE.BRD$. 1 r Ir f 1"f;L; •'_T:,1 1 t ll -- "l. W.C.SHINGLES :.1. li ,,......._........ �1 1 .. 'I. t L.1::� I; I I 1 V /AIM LI .. -:-, f 1L I t"1:.1 1�, Mrw� .. .......,.,........I .... ...... ! 2 L .. 1Xfi:.CORNER f:,". � _ ... ............. '.C..............1... ---tl.-90ARD5._ :._..t.Y. "1,.: .I.,..C.. °.: Ir 1T "t L. - .I .1 .. t' I 1- .i "."I !_".f.:,_ .....1. ,.i h J... I ._l ftxww 'wwnEc . NEW ROOF I-_- :. 4 _:.�,,.... I I ..i1.I �.. 1 .. ":,r..-;..1.. ,- , ...... ..i rr' - „....�. I t.... •1 - :.1 1k3,WINDOW TRIM . '::"....! .....L. .._. " RX7"..EX1S11NG1 ,� ......, ..:... 1. .. .I , __._.,. ...., .�-.. ....:... t ..:. ..I..t....,: .....)... I 1 i .. L.._. "r CJ." ".`I::...,_, _.. I.�" ::i:" ,..... ! f ..7. + NSW SECOND FLUOR s o_ K.R C'sn y t t �- .,.... .. , ., --- GARAGE 2ND FLOOR I - HOUSE MOVE W/ 1X8 FRIEZE -�. ADDITION O ........l..."... ... f..t. -. t l f Y i f .f. NATIONS I,:I ALUMINUM SEAMLESS GUTTE : 1 -.t 1 r:_..: ':._;.: !::....J 1 ( ..1...,'. :. :..,1 -. III ....1.!...7., r I i.:;m 1 I I 1 .f'.: 1 fTI lti..:t:T f 1f "1L 1 RE t r r1 . r I ....I � ',; I_: 1:�7. ._!.....:.:. �i I . :":: I�'.. FOR: '7 ::..� 1 '.I t ,t af:d ! .: ._,} l._.....;. i.t.... t.J.,.:.t..'.". "'.1�,':.,:. �l.'.tf11�. ,L ll�,�� .����.1,�. .1 .' 1 t'f' .._ 1".: ,; '; f;T�l,.'^L',C :. .�1' .Tt,.t�: ':� ..... .._...,. ..,.... :..'. .., t ,^_t.':: NEW MUDROOM&GARAGE f lull DUNHILL EXISTING SHINGLES - ;.:.1 COMPANIES,LTD. l 'l..Ti, l f', �:_::: .1 r',... r.�, Lrl r r.1`:1 .1 ..:....rrl 1 r;1.Jt.,. r ;.:; r.;.;. 1..1 1 r I I ... 1 r ... I . if.L_� _. 1 ..1X51 DOOR..T#fJAb.,_., .,l,l...J ( ! ,:;.ya I _I :.,_..- ,.... .la : I 1... .:I I (..:_ _.,I 1 .:,:,1 _ "., l.!;. 1 11.: ..!..._1.f :._l... I!;,.. [1 ." __l..( I l....:.:...... - YXISTINC3FIRSTFLOOR - .1_,._ L.' L LL_: t - ::--l'::: L,I-. " .-. Li.,r,.`L...�.- ,_,.._l :�..L. s:.t...r 1. :.i_i,. ..l: :.�.t r ,`L:.-..i,%..a:; F •`,.1, _l_L;._t,r.1_ -:L._,-'L_:_' -...!. :._!i :_C',L`tJ't' --- EXISTING FIRST FLOOR WH3168 (}-- "T r r r 71 r 1 - __.1,.t u r f , t t 1.: _. r t r,-: .{�r - 339 CHURCH STREET r " BARNSTABLE MA 16,-0• 17'-0" 22'-0" 10'-0- DU4-SDS2.5 26'-0• HDU2-SD32.5 FRONT ELEVATION .........1.........L.........".!........1.............l........._,...........L.......1.:....._._5....._L.__._:..1.._ I,.... .... .___....1, ._.. _..:..... _.. ._.... I .. ( .. ...:..t.. ... .. I.........1_ .. ..".G....... ..t __ _xL.......__ ._. :.I. I - - i. .L...._. :: :. 14 -i.-.-:.-. _-.. ..._ ".1'..".:'.I_Il f f 7.T:a.. :�.-:a .. _ t L..! t_ 1 ! _ _ 11 ,..'.. _11. 1 I ,.I............ I t ... _._ - _:: I. L 1 ...... !_ .,_. 1 _I --- --- - - ARCHITECTURAL ASPHALT .i..:.. ,/,12 .;h I ..,•. I. ROOF SHINGLES ITZY ..._ „ x., ., , ... .._ .__ i ___,. I..-_ .._t. ......... ........1.. . _l :- " � 1 THESE PUMs ARE NOT TO BE uSED as PERuimnc a+consmucnax I 1 I- _I. J i.1•:71:. �' I:;t' lLtj'C�iL'T i._�. ..__ ..__ ...I... .._.... _ _ I 7 I T , :1.. - 1 a�RPosEs ulacss sTANPEo a sam :1 l:rr,t NEW SHED DORMER wn AR MONAE ARomEc ___. .:,: :.. _ _ ....I .. ) "1 r t t t t srulP AN sr...K s WARRED 1X4,1X10 RAKE BOARDS ..: L'T"_• [11;! ® ® L l �.r 1 -... .... ._- : .Y I.:....-.f A_.._1 T: ® l As lo..,sEr oR•mRs Uu MIA. ";7 I_. ..� -_.l J l J !�T_-� 1 ( C. SHINGLES t. 1 1. L .. ', , __.. I I 'T..f ( r -:1 T (T..T_.II:. T 1 ('. f.. 'l. 'T , .... ®600:. .. 1 .1 T�r T..' 1 .7Tf:7:. _. , •I NEW ROOF OYDDB EAT ARCHITECTS INL.THE ORAWNGS AND t"t. t .. .,..I f t f f 1 i t t f r _,� _ ,_ 1 I. ... ...i. _ ._.:i -1:m _N, r t ,'17 ,.., .."^";."L"�L f tit• :- -o :_ 1 _ _ ___ ".�1_��"11 l JY_l,:"-�" _ 1, J ,..1 ,_ Y . 'f:. ALL OF THE IDEAS,WRMILDIENiS DF9(?l£AND "f,";::.. ...: : ..I. .... t :....... _ _ .. nIER®r irtiaoxRTm er' ,wo RwAn�iEPRa'�PERrr ..,..................1.... GARAGE 2ND FLOOR ..;..I_ ___l- ._:., _ -_-TiS-W-sF�QNQ QR� un�uTzm By My PwNC NO PAR Te oR --- t', t i I I t L ', !L .r POR ANr PURPOSE,ECCEPT RTH EHIMc INQ PERNISSIRI OF ME iiRY ERT MCNNECIS IRG 1X8 FRIEZE ll,'::.la. a t 1, t :C.I: 1 1" "I;L 1 1 � 1 1.�.. _.: :.. � I,f 1` :_(� f l r � ALUMINUM SEAMLESS GUTTER PROJECT 320808 - � ��.t :: ® L..:' tr-� r �Jw y: -,. :,1,-_:. ...7".1 .. ...., ,. t 1 f . f '- NEW MUDROOM&GARAGE ,... 1 1, .:".t. I. ,.., ... .,�r!2b4 A G..CJ: r. ,...f r I:1 :._: :. I11. .: 'COMMON-:WALL t 1 ... I �� �' � r �11". f.11.i I DATE ISSUED: 12.22.09 ;I _,: .,: � 1 'l,: (IGARACE-..UD'i I __•;��_',_ 2 ;.::f. r I ..,f lJ_T.:. S' S 1�__ _�.,f 1 Il,:_� r,--,.'..f:. t 4C.If.�,.,:::NEW MAHOGANY DECK- RA ILING SYSTEM DECK FRAME J I I 1 I' 1 I "L. t: 1 T_ t I I:i. .1f 1 71 J I ><L I .. �EItiST111G-FIRST FLOOR w 7 t Y 1 r t t� r i 1 i EXISTING FIRST FLOOR I NEW BULKHEAD 26'-0• 10'-0- 55'-0" DU2-SD52.5 HDU2-SDS2.5 REAR ELEVATION WINDOW/DOOR SCHEDULE PERMIT SET: 12.22.09 WINDOWS PROGRESS SET J. 1;. PRICING T ............ UNIT NO. MINIMUM ROUGH OPENING __ I_.. I -AI 2'-4 7/8• X 2'-0 5/8• •I :.. .. .". ,... .. AW251 •^ --.. I --.. l -_I:x TWT2423 2'-6 1/8'%2'-5 7 8- ! ._ 1! 11 -T.._i t_. ...l�..._. ... 1 :_ „ .x ..............._i..... NEW ROOF 1 1 1 / I I '- , NEW ROOF I. - I ... ...i .. _. l - - TW2432 2' 6 1/8•x 3' 4 7/B- _ 1 1 J- t: TW2442 2'-6 1/8-%4'-4 7/8- - 1 1 t h; I i"? it I - -diu...,.... ..._. .... I, ^- %- ,11 TW2446 2-61/8 xa-87/8 "Il":„ ,-I, ARCHITECTURAL ASPHALT I _._- ..J"� "'I :t f t .,t,-1�1 I ,1 ARCHITECTURAL ASPHALT ` ROOF SHINGLES _t.. �-:::��1 .:._' ...,._....�;L......: .. L -: - .;. __L� DOORS t �" r 1 � „'. ROOF SHINGLES '1 •'i ..,._T•" w'_t.n" 1_t .-�'r I �}� .0 <n FWH2968 2'-9-X 6'-8' .` FWH3168 3'-1-%6'-8• f -t. fll, L Itl t ( t, 1 ( ItIL POW] � NEW DOGHOUSE DORMERS ! NEW SHED DORMER NEW SHED D MER 1 .. 1 L"j t1:. O"X 6'-8• i .I11,I. t:lr ilfl l,.ill W.C.SHINGLES I T f ". T .. NOTE I 1 ( W.C.SHINGLES 5. ALL NEW NNOONS TO BE ANOERSEN AOO SERIES MTIfJL STIR C _:i °' IOWI011irWriri a uRIiiTEaloes":'INo m1uuTEo omom UGHrs. 7. 1 Igrfff'1'A' f11" 2 a 6 1j�- d 'rlr f1 L i 1%4,1%10 RAKE BOARD ' ""- . .00 O1 I f 1X4,1%10 RAKE BOARDS ALL NEw G1A55 GOONS TO BE AND- 400 SEPoES WHITE O, NEWGA L in r NE (tA kE ,.�: - RNYL cuo EznRlaas w/ w olwoEo ucHTs. T 1 II 'r(' .t 1 I - Ty 1 ,... .,. ...:gx:-p ._._.... ...... 7.�p 1 ._. :.....,, _p t n Srf[: 1 f! II`7 ! f T 14� III .(, 1 C 1.. ! ! w tl !lf f - t if lil I i SECOND FLOOR �(IARAGSSECONDFLOOR <r ...-, MPSON'G 1s STRAP .. N L I } 1L 7 y" ifT ----- ------ I I I l . f 51MPSON: S6 S"fR�1R 1 111; If f 1 1 I 1SIMPSON g516 7RNt .. 0 1 2 4 6 RUN ARAGE DOO HEADERS L B O 1 I I I 011 D C 14 1 S f f f1�. 1 t 1 1 l T l r UNLESS OTHERWISE NOTED. LONG HER ADA N RROW P t(tL I I " 1 C l lr r I;. -. - ff :l WALL BRACING DECKING 'I 11 1 r. I'll:. L 1T C�. I J. 11 "'1 1 I l .,1.. I .. : RAILING SYSTEM ON P.T. I I 1 , ( _ -:,l I ( f NFW f,ARAr.F .',r . I I I., L t I J� NF MAM GANY DFr..KINr,k DFf:K FRAMF. ! ? !1 r I I 1 I.1, SHFFT NO. a., ........ .'1r,1 .............:� (...f RAILIN SYSTEM ON P.T. t1tL I 1 1 IL J t r l .. 1 t t't�t JI 1 t. r "t -- 7 DECK FRAME 1 tt 1 A.4 EXISTING SHINGLES I. ,OC O: ,. Re t ( 1 !if ! .I J C. ._ EXISTING SHINGLES ., .I �....:::..: C`.I f ( - t 1... !ll .1`L ! I (L If'- 1( 1 :-1`l I ! ..1 :.L'1 1 11.1 fl _.I, ........ .. ELEVATIONS NEW GARAGE DOORS W/TRANSOMS .. ,. ..... L" .. t 11' :'...t"1...L "...1" .1..... L „., . ...., Tt:, I ., EXISTINOPDL4TFLOOR : :1 i I 1 r t ,t:l- t f _t 1. "•i""I't" t", J I' •1_.I't' L:_ _ t ----------- !`. -.T_....._...._._....... Lt .. : :' (l r_ 1 I �`' L 1_,_..- 1_.. 7 T,_:.: ..l'...i .' L.,L..i-,..J.1. .1. ,.i I �Tr ---S7QSTIN(iFIRSTFi.00R� TOTAL NUMBER OF SHEETS ..... 1 ".::1.;...; , f..`.T '1' (`T. Jl :A.; IN SET: MDU SEE 9Q#0 OVERHEAD DOOR I 9070 OVERHEAD DOOR d m ....."., FRONT ELEV. ...... : ........ :. - .: ....i^ ..•�:}." 7 26'-0• DU SEE NEW 8U HEAD 28'-0- REAR ELEV. THIS SHEET INVALID RIGHT ELEVATION 2•-D• 27•-0- LEFT.ELEVATION 30'-0 UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS •FINISH FLOOR PERMIT SET: 12.22.09 3/4'T&G SUBFLOOR TABLE S. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES TABLE 6. TOP PLATE SPLICE _ GLUED&NAILED -WALL HEIGHT(FT.) BUILDING DIMENSION OF WALL CONTAINING.TOP PLATE SPLICE(FT.): BEAM SIZES VARY UPLIFT 8 10 12 14 161 18 20 SPLICE LENGTH 12 ERT 16 20 24 28 32 36 40 50 60 70 80 7wT STUD SPACING (LB.) PLATE-TO-.STUD - NO:'�OF 166 COMMON NAILS— ENDNAILED (F7•) NUMBER'OF 16D COMMON NAILS PER EACH SIDE OF SPLICE ARCHITECTS,INC. PAD BEAM HOLD JOISTS 1/4"ABOVE TOP 12"O.0 127 2 2 2 1 2 1 2 2 2 2 4 6 8 8 NP NP NP NP NP NP NP NP �•��� • OF STEEL. ALLOW NO SUBFLOOR ASPHALT RIDGE CAP 16"O.0 169 2 2 2 2 2 2 2 4 4 6 7 8 10 12 14 16 NP NP NP NP !� SEAMS W/IN 24'OF BEAM. ROLL VENT 24' O.0 253 2 2 2 3 3 3 4 6 4 6 7 8 10 12 14 16 20 24 NP NP Wei�ft UW BLOCKING e 4 6 7 8 10 12 14 16 20 24 28 32 p UK 30 PER MANUFACTURER'S TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION ������1111t������� • INSTALLATION SPECS. RIDGE BOARD AMERICAN WOOD COUNCIL, 110 NP= NOT PERMITTED Y•�w�••r•w•ry VA�M (STRUCTURAL SIZ \\ /NGLES GUIDE TO W000 CONSTRUCTION IN HIGH WIND AREAS, • TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION 110 MPH EXPOSURE B WIND ZONE, M - _ -_ MAY VARY) TABLE 8. WALL CONNECTONS FOR ENDWALL ASSEMBLIES AMERICAN WOOD COUNCIL, 110 ASPHALT ROOF S GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, WNW ERTARCHITECTS CDY TABLE 6. TOP PLATE SPLICE 15s FELT PAPER TABLE 9. WALL OPENINGS- HEADERS IN LOADBEARING WALLS&NON-LOADBEARING WALLS % 5/8-CDX PLYWO \ .'.'REOUIREMENTS.AT'EACH END OF HEADER.- MINIMUM HEADERHOUSE MOVE RAFTER VENT HEADER SPAN (FT.) SIZE NUMBER OF UPLIFT(l8.)LATERAL(LB.) ADDITIONS&RE OVA/T10NS BLOCKING AT 24.O.C. FULL-HEIGHT STUDS 6" -,,HEADERS IN LOADBEARING WALLS FOR: 2 2-2X4 1 277 132 FACE MOUNT HANGER 3 2-2X4 2 416 198 DUNHILL 2x10 RAFTERS \�`'-- BOLT 2X PADDING THROUGH 0� 4 2-2X4 2 554 264 COMPANIES,LTD, STEEL BEAM W/1/2"DIAM A325 og BOLTS®2'-0' O.C.HORIZ. ""..� zD" 5 2-2X4 3 693 330 STAGGERED TOP&BOTTOM \ �� 6 2-2X6 3 831 396 STRAPPING 7 2-2X8 3 970 462 339 CHURCH STREET 1/2•GWB SIDEWALL • • 8 2-2X12 3 1,108 528 BARNSTABLE,MA O 94 JOIST TO STEEL CONNECTION O RIDGE VENT DETAIL '" 9 3-2 10 3 ,.385 660 9 • • 10 3-2X12 4 1,385 660 SCALE 1-1/2'-V-0' SCALE 1-1/2'.V-0• • • • 2-16D COMMON 11 4-2X10 4 1,524 726 • • NAILS AT 10"O.C.HOLDDOWN :'HEADERS IN..NON-LOADBEARING WALLS.AND WINDOW SILL.PLATES' • • 2 1-2X4(FLAT) 1 60 132 3 1-2X4(FLAT) 2 90 198 4 1-2X4(FLAT) 2 120 264 1X4 TRIM,PTD. 5 1-2X4(FLAT) 3 150 330 CORNER STUD CONNECTED TO 1%10 TRIM,PTD. ® • 7 1-2X6((FLAT) 3 210 462 • TRANSFER SHEAR 8 1-2X6 FLAT 3 240 528 TNESE PUNS ARE NOT TO BE USED { 9 2-2X6(FLAT) 3 270 594 P urafss�sT YPED R 9dED n 1N AN o NAL ANd—10 2-2X6 (FLAT) 4 300 660 STAMP AND SWNANRE G MANNED AssERMrt sEr DR"cdsmucnd Mr. SIDING(SEE ELVS.) 11 2-2X6 (FLAT) 4 330 726 1X8 FASCIA,PTD. "TYVEK"HOUSEWRAP 12 2-2X6 (FLAT) 5 360 792 L O ENT ARCIIRECT AN E THE DRESMS AND D 1/2'CDX PLYWOOD 'FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES. �PLAANs NDIC EDD THEREON OR RRR DEPRE�1 SEAMLESS ALUM. �' CORNER 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6(FLAT) TNEx®Y.ARE orm BY AN REMAIN TY STUD H LDD WN GUTTER ' DETAIL 3 STUDS WITH BLOCKING DP ERTnU ANdY MY WC.NO PART TNEREDE RAPO 2X6®16"D.C. ::. BE UnL12FD BY ANY PFASd,FlRY,d CMPgtAnON v • TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION OR ANY PURPOSE EXCEPT WTH SPEORC WTTEN R-19 FIBERGLASS INSUL SCALE 1-1/2--1'-0- AMERICAN WOOD COUNCIL, 110 PERMI59d OF THE FlRY CRT ARCHITECTS LNG 1X8 SOFFIT,PTD. GUIDE H WOOD CONSTRUCTION E,HIGH WIND AREAS, 6 MIL POLY VAPOR BARRIER 1 110 MPH EXPOSURE B WIND ZONE, PROJECT #: 320808 n- TABLE 9. WALL OPENINGS - HEADERS IN LOADBEARING WALLS& ./ ( NON-LOADINGBEARING WALLS 12"GYP BOARD DATE ISSUED: 12.22.09 1%5,1 X6 CORNER BOARDS TABLE 2 GENERAL NAILING SCHEDULE W.C.SHINGLES ''`- a - a ; }� REVISIONS ..... _-._-.....t. .� -y JOINT DESCRIPTION- r ,r ✓y ,! NUMBER OF' NUMBEROF `� ! COMMON NAILS.BOX NAILS` NAIL:SPACING ROOF FRAMING )) RIMCKING BOARD TO TO RATER(END-NIAELDED) 2-16D 3-2-8D 2 1OD EACH END 6D EACH END WALL FRAMING O TYPICAL EAVE O7 TYPICAL EXTERIOR WALL DETAIL TOP PLATES A7 INTERSECTIONS(FACE-NAILED) 4-16D 5-16D 2 JOINTS 1 0 SCALE 1-1/2•-V-D• SCALE 1-1/Y-1'-0- STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. HEADER TO HE (FACE-NAILED) 16D 16D 16"O.C. ALONG EDGES . PERMIT SET: 12.22.09 FLOOR FRAMING- 2x10 RAFTERS JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-10D PER JOIST PROGRESS SET 15/FELT PAPERBLOCKING TO JOIST(TOE-NAILED) 2-8D 2-1 OD EACH END PRICING SET BLOCKNG TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK PR ASPHALT ROOF SHINGLES�� LEDGER STRIP TO BEAM OR GIRDER (FACE-NAILED) 3-16D 4-16D EACH JOIST 5/8-CDX PLYWOOD/ JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-BD 3-lOD PER JOIST LL BAND JOIST TO JOIST(END-}JAILED) 3-16D 4-16D PER JOIST ASPHALT ROOF SHINGLES BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2 16D 3-16D PER FOOT -egERT ROOF SHEATHING 1%4 I. - '/ I WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP 70 16'O.C. BD 10D 6" EDGE /6" FIELD RAFTERS OR TRUSSES SPACED OVER 16"O C. 8D tOD 4" EDGE/4" FIELD �A}}//�� .( N -/ 1X10 v GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG BD 10D 6" EDGE /6- FIELD No.10730 F- rCEIUNG J015'(S j`1 GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS 8D 1OD 6" EDGE /6"FIELD �-- /j I� GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8D 10D 4- EDGE /4- FIELD VAPNOUTH?Oow T w i ,\ .\ ; co \ ."•. .• "� �.,. CEILING:SHEATHING'S .. .. GYPSUM WALLBOARD 5D COOLERS - 7" EDGE /10-FIELD A (� 1XB FASCIA- WALL SHEATHING. P COR-A-VENT STRIP VENTc, WOOD STRUCTURAL PANELS 1X6 SOFFIT STUDS SPACED UP TO 24' O.C. BD 100 6" EDGE/12"FIELD 'f D t 2 a i/2"AND 25/32" FIBERBOARD PANELS BD' - 3"EDGE/6"FIELD e 1X8 FRIEZE 8RD. TYP.WALL NOTES 1/2"GYPSUM WALLBOARD SD COOLERS 7" EDGE/10" FIELD UNLESS OTHERWISE NOTED. •J - ; .,( _FLOOR SHEATHING:: SHEETA.5 0. _ : E ,x'TRAPPING o,6 oc DETAILS & 1/2-GWP. BOARD CEILING ct WOOD STRUCTURAL PANELS 1"OR LESS 8D 10D 6-EDGE/12"FIELD NOTES L GREATER THAN 1" lOD 16D 6- EDGE /6- FIELD v WALL NOTES—� '" r i TOTAL NUMBER OF SHEETS 'CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. IN SET: NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT 7 RAKE DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. O EAVE SECTION OR TYP• RAKE DETAIL THIS SHEET INVALID 11 SCALE /Y-11-0' v SCALE 1_1/2•-1--0' •TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION AMERICAN WOOD COUNCIL, LESS ACCOMPANIED BY 1-1 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE UN E B WIND ZONE, TABLE 2. GENERAL NAILING SCHEDULE A COMPLETE SET OF WORKING DRAWINGS PERMIT SET: 12.22.09 ERT ARCHITECTS,INC. ARCS EIRCIW.O„12=DB9KRC=#� fq Nllft K IMr� F0 M 30 YANIOUNWAn MA 07 f/QM 3111-Mf3 ., /� wsc�0/)3�IM3 BAQ M'MY'.ERTARCHITECTS.COY KITCHEN i BEDROOM `,,/ ®BA DINING HOUSE MOVE W/ ADDITIONS&RENOVATIONS FOR: W D o DUNHILL COMPANIES,LTD. I ------------- ON 339 CHURCH STREET i BARNSTABLE,MA I I i GARAGE BEDROOM LING DEN AREA I T UP TNESE PLANS ARE NOT TO RE USED FOR PERYImNO OR CONSTRUCTION PURPOSES UNLESS STMI 3 SIGNED MTN AN MO NAL O TECT STAMP ANO—Tuw.YARNED AS'PERMIT SET•OR•'CONSTRUCTON SET, EXISTING FIRST FLOOR PLAN` 9-I OFERT OROR,EC,S.ING TNT pRE.. AND EXISTING OLL 6 THE INDICATED ORRANCE OR R OE9GIS ONO (NEW DIMENSION TO BE 22'-0') PLANS IE OG THEREON Dn REPRESENTED T OFREDT,ARE OWNED BY AND REMAIN THE PROPERTY D<EAT ORCHUECTS,ING N. m.TNFAEOF SHALL BE R MY BY ONY PETISON, TN OR CORPG— FOR MY PURPOSE,ENCEPT RTN RVEWCNI—WRITTEN PERYISSWN OF NE FlPoI fAT MCHNECIS ING - PROJECT q: 320808 DATE ISSUED: 12.22.09 REVISIONS: PERMIT SET: 12.22.09 PROGRESS SET PRICING SET PROGRESS SET REGISTRATION o o SCALE: 1/4'-1•-O' 0 1 2 4 R UNLESS OTHERWISE NOTED. ( UP SHEET NO. z A.6 EXISTING CONDITION TOTAL NUMBER OF SHEETS IN SET: EXISTING FOUNDATION PLAN 7 - THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS --------- _� _ REVISIONS SOIL TEST PIT DATA F 1 ,500 GALLON SEPTIC TANK (H-10) DISTRIBUTION BOX DETAIL (H-10) 500 GAL. LEACHING CHAMBER NO. DATE DESCRIPTION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT To SCALE SEASONAL HIGH GROUNDWATER 5" DIA. KNOCKOUT (TYP.) 1 11-16-09 # BEDROOMS TEST PIT #1 TEST PIT _ ADJUSTMENT' " " REMOVABLE 3` NOTES. 2 01-06-10 ADD OVERDIG 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. MIN. 20 DIA. COVER, TYP. 2 WALLS COVER d Q Q 1. ONE ACCESS SYSTEM SHALL BE RAISED GRD. EL. 88.6 GRD. EL. 88•8 DEPTH TO OBSERVED WATER 10.0 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RAISE (2) TO WITHIN 6" OF FINISHED SHGW EL. 79.0 SHGW EL. 79.7 INDEX WELL SOW 252 LOADING. GRADE USING SEWER BRICK AND °' 0 0 0 0= 0 0 TO FINISH GRADE. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MORTAR AS NECESSARY WATER LEVEL RANGE ZONE B SHALL BE WATERTIGHT. 9_1/2" CJ D D O O 0 O O O 2. CHAMBERS SHALL BE GENERAL NOTES: A A DEPTH ® INDEX WELL (7/06) 46•5' 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED 6" MAX O O O O M M =O m M� O O 500 GALLON LEACHING LOAMY SAND LOAMY SAND WATER LEVEL ADJUSTMENT 0.9' WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK NOTES: DRYWELL, MANUFACTURED 10YR 5/2 18 10YR 5/2 20 COVER. 11-1/2` 0 0 ®C7 0 BY SHOREY OR APPROVED 1. THIS PLAN IN ONLY INTENDED FOR THE B " B * DEPTH TO ADJUSTED WATER 9.1' 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° 1. DIST. BOX TO WITHSTAND H-10 LOADING EQUAL DESIGN AND CONSTRUCTION OF THE 6. IF ANY PORTION OF THE GROUND SURFACE ABOVE UNLESS UNDER PAVEMENT, DRIVES OR LOAMY SAND LOAMY SAND TANK WILL BE SUBJECT TO VEHICLE LOADS, AN H-20 » 81-6» SEWAGE DISPOSAL FACILITY. 10YR 5 8 10YR 5 8 TRAVELED WAYS WHEREIN H-20 LOADING / / SEPTIC TANK SHALL BE REQUIRED. 4 2` BOTTOM ON LEVEL SHALL APPLY. (•� 2. ALL CONSTRUCTION METHODS AND " » STABLE BASE 12-36` COVER OBSERVATION LOAM AND SEED MATERIALS SHALL CONFORM TO 310 CMR EL = 85.6 EL = 85.3 42 :• ° TEST PIT #- TEST PIT - 6` MINIMUM 2. PROVIDE INLET TEE OR BAFFLE WHERE PORT ALL DISTURBED AREAS 15.000 AND YARMOUTH BOARD OF Cl 10'-6" f 3/4` TO 1-1/2" SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR HEALTH REGULATIONS. SANDY LOAM Cl GRD. EL. 89.1 GRD. EL. 88.9 10" = SECTION VIEW CRUSHED STONE IN PUMPED SYSTEM. SANDY LOAM 10'-0" 3. THERE ARE NO KNOWN OR PROPOSED 77-7-77777777777777777777 10YR 6/6 ,. 10YR 6/6 SHGW EL. N A SHGW-EL. N A 3" S 3. FIRST TWO FEET OF PIPE OUT OF DIST. » » PRIVATE WELLS LOCATED WITHIN 150 FT. 72 4' MIN. -. - 2 LAYER OF 1/8 TO A BOX TO BE LAID LEVEL / 1/2" DOUBLE WASHED OF THE PROPOSED LEACHING FACILITY. 90" A � PRECAST SEPTIC TANK � LIQUID DEPTH 5'-8" STONE ABOVE CROWN 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL 102" LOAMY SAND LOAMY SAND (SHOREY OR APPROVED EQUAL) 4-.6* LOCATE F 14. ALL PIPE CONNECTIONS AND CONCRETE .e 0 0 0 0 � � PIPE 10YR 4/2 10YR 5/2 INLET TEE CONSTRUCTION SHALL BE WATERTIGHT. 34" 24" TOPSOIL, SUBSOIL AND OTHER C2 C2 15" 15" " I - - - UNDER COVER 90' ELBOW ON " K oCK0UT5 5. FILL ALL UNUSED KNOCKOUTS Wn MORTAR. EFFECTIVE » UNSUITABLE MATERIALS. COARSE SAND COARSE SAND B B 5-8 OUTLET TEE 3 13 I I LL NTH 3/4 TO 1-1/2 2.5Y 7/3 2.5Y 7/3 LOAMY SAND LOAMY SAND ( - - - 3" TYP. DEPTH / 0 DOUBLE WASHED 5. IF AN OVERDIG IS SPECIFIED, REPLACE 6. DISTRIBUTION BOX SHALL BE EQUIPPED WITH " 10YR 4/6 10YR 4/6 I I RISER AND SHALL EXTEND TO A DEPTH OF 0 O L C7 O STONE TO CROWN ALL EXCAVATED MATERIALS WITHIN THE -� 116" �_= 110 38» 36" p09 . L //new OF PIPE LIMIT OF EXCAVATION WITH CLEAN 'K7 126` - 120» NO MORE THAN 6 INCHES BELOW GRADE.eQKba%kM4'-10" GRANULAR SAND, FREE FROM ORGANIC * » * GEOlEX11LE FABRIC MATERIAL AND DELETRIOUS SUBSTANCES. 132" 132" 6" MINIMUM CROSS-SECTION VIEW 21 12-10 EL = 77.6 EL = 77.8 PLAN VIEW * " MIXTURES AND LAYERS OF DIFFERENT MAY BE USED IN LIEU OF 3/4 TO 1-1/2 DOUBLE WASHED STONE » CRUSHED STONE PLAN VIEW CROSS-SECTION CLASSES OF SOIL SHALL NOT BE USED. C 66 C FILL SHALL NOT CONTAIN ANY MATERIAL SANDY LOAM SANDY LOAM BENCHMARK: LARGER THAN 2 INCHES. A SIEVE DAIS' AUGUST 14, 2006 1OYR 7/3 1OYR 7/3 TOP OF CONCRETE BOUND DESIGN CALCULATIONS ANALYSIS USING A #4 SIEVE SHALL BE TEST BY BSC GROUP, INC. ELEV.=86.63 (ASSUMED DATUM) PERFORMED ON A REPRESENTATIVE \ CB/DH 150 FT. SAMPLE OF FILL UP TO 45% BY WEIGHT WITNESSED BY: DONALD DESMARAIS, R.S. MAY BE RETAINED ON THE SIEVE. �'\ \ \ FND PRIVATE WELLS DESIGN FLOW: SUCH ANALYSES MUST DEMONSTRATE PERC, RATE: 2 MIN./INCH THAT THE MATERIAL MEETS EACH OF THE ,�� 4 BEDROOMS ® 110 GPD/BDRM 440 GPD FOLLOWING SPECIFICATIONS: SOIL EVALUATOR: MARK DIBB, P.E. � 130" 132` VACANT LAND EL = 78.3 EL = 77.9 \ �\ - 10096 MUST PASS4 SIEVE SOIL CLASS: CLASS TOWN OF BARNSTABLE REQUIRES AS-BUILT REQUIRED SEPTIC TANK: 1096 MUST PASS50 SIEVE LT.A.R.: oa4 GPD/S.F. pERCOLATON ESTIMATED CERTIFICATION. SOIL EVALUATOR SHALL lOR �✓` �'` e �' 0-20X Musr PAss10o SIEVE TEST RANGE v SEASONAL HIGH �`` o - 0-59L MUST PASS 200 SIEVE j INSPECT BOTTOM OF EXCAVATION PRIOR TO �`�- \ / 440 GALLONS X 200� - 880 GALLONS GROUNDWATER �- \a�l�, SEPTIC TANK PROVIDED 1,500 GALLONS 6. EXISTING UTILITIES WHERE SHOWN ON THE INSTALLATION OF LEACHING FIELD. I / PLANS ARE APPROXIMATE. THE ENGINEER UNSUITABLE TH COMPLETED S/N DOES NOT GUARANTEE THEIR ACCURACY ENGINEER SHALL INSPECT E , � MATERIALS OBSERVED SYSTEM PRIOR TO BACKFILL. ' SET �` 6,2 ' ...... t.J ��'� - N/F OR THAT ALL SUBSURFACE STRUCTURES (TO BE REMOVED) GROUNDWATER 26 ,8 R \ TOWN OF BARNSTABLE SIZE OF LEACHING FACILITY REQUIRED: ,8 � ARE SHOWN. CONTRACTOR SHALL VERIFY �`yGJi \ \ / ASSESSORS MAP 177 THE SIZE, LOCAl10N AND ELEVATION OF DESIGN PERC. RATE. 2• MIN INCH INVERTS OF UTILITIES AND STRUCTURES, PARCEL 001 / DATUM - _91_ ...,.• N '\\�.. R LONG TERM APPL. RATE. 0.74 GPD/S.F. WITHIN THE LIMIT OF WORK, PRIOR TO THE \ �,`' 440 GPD _ 0.74 GPD SF S F. START OF CONSTRUCTION. IF ANY �J , / 595 DISCREPANCIES ARE DISCOVERED OR FIELD \ �"`� � AL DATUM: ASSUMED 0 \ \ CHANGES REQUIRED, THE CONTRACTOR VERTICAL ... _•: ®rye, epic 40, SIZE OF LEACHING FACILITY PROVIDED: SHALL NOTIFY THE ENGINEER IMMEDIATELY. Wco ._ 7. THE CONTRACTOR SHALL BE RESPONSIBLE / �) USE (3) 500 GALLON CONCRETE CHAMBERS FOR PROPERLY COORDINATING THE BENCH MARK SET: TOP OF CONCRETE BOUND '� 150 FT \ / ` s� u _ ® 3jo -- \ SIDEWALL AREA - 2(33.5' + 12.83')(2) = 18 S.F: PROPOSED CONSTRUCTION ACTIVITIES WITH ELEV.=86.63. a' SETBACK FROM LIMIT OF OVERDIG ND ?OO' DIG-SAFE AND THE APPLICABLE UTILITY N� PRIVATE WELLS 1','.'. REMOVAL OF UNSUI ABLES 2 y� '` ` BOTTOM AREA = 33.5' X 12.83' - 429 S.F. COMPANIES, AND SHALL COMPLETE THE .` 1.' /TP.2 ( 08 ,� ^� / , Y 614 S.F. PROPOSED WORK WITHOUT,ANY / \$ RESERVE I L~' Qy4y f `� INTERUPTIONs IN SERVICE. 614 S.F. X 0.74 GPD S.F. - 454 GPD p j AREA �`-� / - 8. CONTRACTOR IS REQUIRED TO NOTIFY I, / . i. \ p I _ SYSTEM, PROF LE _ - ,- _- _.,; -�... � _ .....\.. I _. 88 01 ,\ � ., � �Y�; _� _ DIG-SAFE, PER MASS. STATUTE CHAPTER NOT TO"SCALE _ T cQ 504AGALLON X / / �`� ."�� \ 82, SECTION 40 (1-888-344-7233) A LEACHING CHAMBER \ c� '� f R THE '•'•` � 3 J 91 \ MINIMUM OF 72 HOURS PRIOR TO .. `I :::: Rv • : :. TRl1C \ \\ 'PORT 9 ./ \ ®�'/ \ VARIANCES I A N START OF CONS TION EDGE\OF STONE �\ �`\ C E S R E l U E S TE D• 9. THIS SYSTEM IS NOT DESIGNED FOR THE / O USE OF A GARBAGE GRINDER. Q'=A FIRST PIPE LENGTH TP I \ H INSTALLATION OR USE OF A GARBAGE TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL \\\ \ N ::::. ae : o NONE \ ry .....••.• o� �, GRINDER AT THIS PROPERTY IS NOT EL=90.5f 6" OF FINISHED GRADE FOR MIN. 2' I - \ . .• _ / ALLOWED PER 310 CMR 15.240(4). FINISH GRADE \ Oi" __-- EL=89.5 90.5 ry 89 `:,::.., TP 4 ( DH 4" PVC SCH 40 g2 \ ......... `` APPROX•\ f / w. ... . ... --,. LOCATION OF 1 500 GL. SET C ••• ••• CONCRETE CHA MBER ....... SEPTIC T/YK O ACHING I LE SCH 40 4 PVC SCH 40 ........�..'....._ ... � �. WALK � ,- LOCUS INFORMATION caaoaoaaaa :.. L9 O � I=B I=D I=G a a a o o a a o a a 1 �` " $ \ / • BSC GROUP K I=E I=C I=F H `3�, ryry \ CURRENT OWNER: JANET & TODD PRADA .e 5 OUTLET --- 349 Route 28, Unit D _ •••.• I GARAGE DIST. BOX 5.3 SEPARATION SLAB=91.2 \I f �,, TITLE REFERENCE: BOOK 19164, PAGE 51 W.Yarmouth, Massachusetts SEPTIC TANK ll S39, ... ......... - 1�e �- 02673 PLAN REFERENCE: BOOK 191, PAGE 61 508 778 8919 EST. HIGH GROUNDWATER / \ •`�., 1 4 hB P ROOM / / o/ ASSESSORS MAP: 153 ©2010 BSC Group, Inca DWEE LUNG �-\ /' o PARCEL: 10 APPROXIMATE LOCATION / /°'M y,I � N/F T.O.F.=91.5 / � / OF EXISTING WELL (FIE ,(i \ JANETT & 'ITODD PRADA ZONING DISTRICT: RF PROJECT TITLE: SCHEDULE OF ELEVATIONS LOCATED BASED ON / \ ASSESSORS MAP 153 /Q ��g�/ SETBACKS: FROSIDE 15' INFORMATION PROVIDED ' BY OWNER, WELLHEA¢ �" �. PARCEL 10 /91 / ..�� -''� f REAR 15' DESIGN FOR 43,700±S.F. C� TOP OF FOUNDATION 91 50 A NOT VISIBLE) 2/ / MINIMUM LOT SIZE: 87,120 S.F. NEW SEWAGE j 4" INVERT AT BUILDING 88.00 B / / ~ , \ P�� EXIST. TOTAL LOT AREA: 43,700t S.F. DISPOSAL SYSTEM " IN 87.80 C I I -r' 3 / NITROGEN SENSITIVE 4 INVERT AT SEPTIC TANK ( ) 1 •$. ��' ZONE: NOT A ZONE n 4" INVERT AT SEPTIC TANK (OUT) 87.55 D �g1� ��' / / FEMA FLOOD #339 I ` ZONE DISTRICT: ZONE "C" AS SHOWN ON 4" INVERT AT DIST. BOX (IN) 87.35 E COMMUNITY PANEL 250001 4„ INVERT AT DIST. BOX (OUT) 87.18 F f / ` -90 3 �g� / 0011 D DATED 7/2/s2 CHURCH STREET OVERLAY DISTRICT: AP BARNSTABLE INVERTS AT LEACHING FACILITY: APPROXIMATE LOCATIION OF M ASSACH U SETTS „ / ,,� EXISTING LEACHING PITS LOCUS MAP 4 INV. AT LEACHING CHAMBER 87.00 G (BREAKOUT 87.5) ----'� r�.8g 3' I INFORMATION OBTAINED FROM S/N / RECORD PLANS HEA ON LTH LE WITH ON THE NOT TO SCALE ELEVATION AT BOTTOM OF CHAMBER 85.00 H SET '� / / �,° SEASONAL HIGH GROUNDWATER 79.70 J f k PREPARED FOR: N N/F H DUNHILL COMPANIES, LTD ZANNE DRISCOLL sg• / `` 776 MAIN STREET SESSORS MAP 153 OOO .,� 4 LOCUS 0 / OSTERMLLE, MA 02655 PARCEL 011 �\ / (508) 420-9222 OF \ PROPOSES �/ / N/F �\ CEDAR ST WELL / CARL A. JOHNSON \ CHURCH ST Jy DATE: NOVEMBER 10, 2009 Of Mqs CRAIG A. o Flao 9 N 73665� \ ASSEPAROCEL 007 176 I \ p/NE ST <���� COMP. DESIGN: B. YERGATIAN BRIAN G. tiN No.3so �` 1 6 CHECK: K. HEALY 0 YERGATIAN CIVIL y � �' J I �o DRAWN: P. HAGIST 46206 PLAN VIE W 90,E P w w i FIELD:' P. HAGIST FS �- SCALE: 1" = 20 FEETS/N ti FILE NO. 4869301-SEP.DWG SET 49 '�� DWG NO. 5560-02 o l - OG -- �0 0 10 20 40 FT. 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