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0866 MAIN ST./RTE 6A(W.BARN.) - Health
866 MAIN STREET, W. BARNSTABLE A=156-023 I TOWN OF BARNSTABLE LOCA`i1ON �, � SEWAGE # /o- Llap VILLAGE li -j&ea�,,t ASSESSOR'S MAP & LOT , l l INSTALLER'S NAME a. E. KENNEDY TRUCKING PHONE NO. 6;z§ W1E6 W STRER SEPTIC TANK CAPACITY_ILWhO WEST BA.RNSTABLE, MASS. 026611 ` flt- 2* 2-300 LEACHING FACILITY:(type) o��,l � �� PUAd,(size) NO. OF BEDROOMS PRIVATE WE3L 'OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: q DATE COMPLIANCE ISSUED: � Z, VARIANCE GRANTED: Yes No p C e t . No.......� ��..Z FEs..J a-_--•_.-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for DiupuuFal Works Toustr Wit ramd Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .... .?1.. - W--. .............................................................. ---• -Loca o - ddress or Lot No. ......... -..... --•----••-•_______ ________________________________ _________•----..._....-----•-•...__--- ----........._...__...-.....-__.-...--...--•------.. Owner Address ^ -____ .-- - ..........._ Installer Address d Type Building Size Lot.................... .....Sq..feet U Dwelling—No. of Bedroom - Expansion Attic ( ) Garbage Grinder ( ) Ft - • _____________________________ 4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria P4 Other fixtures •------------------------------- - W Design Flow...................._.......................gallons per person per day. Total daily flow..............................._............gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width........_------- Diameter-------___--_--- Depth................ Disposal Trench—No.......t............. Width-------............. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ n �� •-•------------------......................................................... O Description of Soil.................. -------------------------•--------------------------------.-------------------- x W ------------------------------------------------•--------------------------------------------------------------------------- ----- ----------- -------- - ------- U Nature of Repairs or Alterations—Answer when applicable--------IU�lJ - /� -- -------•-----------------------------------•----•-----------------------------------._...•---......---._.......-----------------•------------------------------------------------------•---------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environme Code—The undersigned further agrees not to place the system in operation until a Certificat of Complian as 's ed b he board of health. Signe �. ---- ----- --- ------- ---------------- - ------ -------------------------------------- ------- -- ------------------- ApplicationApproved By ----------------------- ---- -----....--- -------------------------- ------------.......................................... ---. --------------- Date Application Disapproved for the following reasons- -------------------------------------------------------.............----- -------- - ----------------------...--.. - - ------------------------------------------------------------------------------------------------------------------------------.....................------------------------- ----- ............................. D. Permit No. �Q 1 ��2-_Z-------------------------- Issued ........................................................ to Date No.. ..... 2 Z Fxs. ........... , THE COMMONWEALTH OF MASSACHUSETTS ~ BOARD OF HEALTH TOWN OF BARNSTABLE ,� �ir'tt Ilan for is n t1 Works C iamitrnrtion rrutit Application is hereby made for a Permit to Construct ( ) or Repair (,�an Individual Sewage Disposal System at: -----—- -----—--- ///. ......... A.......�..11........... t L n� ocit -Address or Lot No. ....._.._.»..�_ r..J» .._....- •.__._..•-..........•......... ...........................................................................................»..... Owner Address a ..........r #��_.`........:........ ,l ..Z�............................. ----.....------............................ ---.................--------------•------------ Installer - Address Q Type U/Building Size Lot............................Sq. feet V Dwelling No. of Bedrooms__...__ .Ex anion Attic Garbage Grinder ,-, g— :--------- P ( ) g ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria QI Other fixtures -------------------------------- . W Design Flow............................................gallons per person per day..'Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity....._..___.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by......................................................................... Date........................................ Test Pit No. f................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No.2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ••--••..... --------------- - ------------ -----------------7--------------.--•-- -------- Descriptionof Soil . .........-••--•------------------------------•--......--.....---....................------•------•--------------••---••......._...----•-•---------.........-•----------.........--------------•--•-•--••- V�1 ...........................•----------..............._......----•-.............................._...--..._....:.._... ......... U Nature of Repairs or Alterations—Answer when applicable---------/!_llt? Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of CompliancLa�b.e;nn gis6ed by Ghe board of health. Signe Dare Application Approved By -------------- l_.4i.1_..-------- -----,.,1:........C------------. ------------------------- ------------------------. 9 lq Z�----- Date Application Disapproved for the following reasons- ................................ . ................................................------................................. ------------------ -- ------ ------......------------------..........----.......----------------------------....--------------------------------------------------......------ --- --------------------------------------- Permit No. ....--l(�.1---ll�_2�- Issued ..... -•-•--•-------------.........---.............Date..... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (gertifirttte of Q-To ttylinuce . `4 THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( I./ ) Installer at /��r fa.......'f Jai ..; .- .2+� L6,�O� -----------------------------------------............ --------------------------------------......-- -................................................. has been instajled in accordance witif the provisions of TITLE 5 of The State Environmental Code,11as described in the application for Disposal Works Construction Permit No. dated --.� ................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B'E CONSTRUED AS A GUAR°AkTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �� � i �� /:eA,( ....DATE...... Inspector .--- ------------- --- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , TOWN OF BARNSTABLE Disposal Works Twuns#r Uan "Prrmi# Permission is hereby granted-•---=-------------------------------------------•----------.................--•-------...................................................... to Construct ( or Repair ( �)'an Individual Sewage Disposal System atNo.. /,A..:, ......................................_.......------------------------------•---.................---•-----------...----•--•-•----•-•- Street as shown on the application for Disposal Works Construction Permit No..."?O-YZ -Dated...Y=.N7!�7 .............. � �/ C .-.-• �../Boardlof Health DATE....... -- ./ .."". -------- --------------•-------------. �.. FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS AsBuilt Page 1 of 1 l U w tv Ur n ritcty t AnLr, L(&4UGN OR VA/,a/ SEWAGE#,, YILLAGEU, /?Y.rnrTA/lo ASSESSOR'S MAP&.LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /_ o e LEACHING FACILITY:(t pe) LL' ,O_S 7. / y p�(size) i 5� NO.OF DEDROOMS _ BUILD�ROROWNE PERMITDAT'. COMPLIANCE DATE:, 241 /00 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any weUs exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exise within 300 feet of leaching facility) Feet Furnished by S 00 D 1 jq Att Y6 y_ _ _ -- _ IC http://issgl2/intranet/propdata/prebuilt.aspx?mappar=156023&seq=1 4/27/2018 TOWN OF BARNSTABLE IM , �2A SEWAGEGE ,mg2a1A .. _ASSESSOR'S MAP& LOT RJSTALLER'S NAME&PHONE NO. in CA14o,F- sEpuc TANK CAPACITY ./ ;Sd / i LEACHING FACII.ITY: (t pe) PefqaS'7�. �1 (size) ram. NO.OF BEDROOMS11,_117 -BUILDER OR OWNER eo&I-, PERMITDATE: 09 COMPLIANCE DATE: Q Separation Distance Between the: M' xintum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility If any wells exist on site or within 200 feet of leaching facility) _ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �l 1 62 its- Ju `�6: a(f No. ;L04!2 Fee _5' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migaar 6petem Con!truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. F66 14/.' Owner's Name,Address and Tel.No. Assessor's Map/Parcela^� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. /��o✓}s s . s o5r Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,rt r Design Flow L4� gallons per day. Calculated daily flow `1`'t gallons. Plan Date 4-V Number of sheets Revision Date/OJ Tit e if Size of Septic Tank 175 '5,T t CRS—b pT Type of S.A.S. Description of Soil c l i i K C.l il1�e a�-c Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has ealth. Signe ""Wollowg Date c�'-� Application Approved by Date 2-I` ;j.-a- 6 Application Disapproved for thons Permit No. ,;,.0_n2 -- fxm Date Issued ,• .` ,•. _ (% [-� ,.. .__ "'Fee' 7 ''1THE COMMONWEALTH OF MASSACHUSETTS ntered in computer: Yes - PUBLIC HEALTH DIVISION - TOWN'OF BARNSTABLE., MASSACHUSETTS 2pprication foriSpoSar 6 Stela ConStructionerrnit ` Application for a Permit to Construct( )Repair( )Upgrade( )Ab &nt,(`t i) `;Complete System ❑Individual Components r Location Address or Lot No. 766 / 1 a,,, S/ Z/ f?/%; owner's�,Name,.Add"ress and Tel..Io+- Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 'F + )De'signer's e,Atddres§and Tel.No. Type of Building: A E 't Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 0 K�i No.of Persons Showo.rs( ) Cafeteria( ) Other Fixtures ,r� Design Flow L4 gallons per day. Calculated daily flow `t `� gallons. Plan Date �Q-2� Number of sheets Revision Date 7 Tide Y Size of Septic Tank i_Y� S,T, (0- ) Type of S.A.S. Description of;Soil 1/ 14 is '» ff-I �fl n 1 r 4iiL - y - �A ..A�C•i .".1�[.c V Y Nature of Repairs or Alterations(Answer when applicable) P !A. Date last inspected: a Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions'of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has en Cate Bc�a • o ealth. Signed`--- Date �-� Application Approved by Date Application Disapproved for the ollow g reasons Permit No. Date Issued % --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS u� Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded((�' Abandoned( )by t C fir:'. S F- u'r at ( �. �. "t'-. �b�1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. I.?—dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the systemn�wii�ll�functionlras desiined.� o � Date # f Inspector . tS --------------------------------------- No. hof Fee THE COM11J!ONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS nigoSal *psstem ConStruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( J.)-A andon( ) System located at ( i/ L41f� ! and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: - �a= -�O Approved by a� TOWN OF BARNSTABLE LOCATIONrl 5 SEWAGE # too —02 VILLAGE IL &.,mcZ-4 /� _ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. M M CA!nr :S c!, C. SEPTIC TANK CAPACITY LEACHING FACILITY: ( Pe) �'=�i'7/1 // 01/'1'0(size) S40 NO.OF BEDROOMS _ BUILDER OR OWNEv PERMITDATE: COMPLIANCE DATE: O Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on.site or within 200 feet of leaching facility) Feet. Edge of Wetland and Leaching Facility(If any wetlands exise within 300 feet of leaching facility) Feet Furnished by _ -mac 1 i < (� TT r�i f TOWN OF BARNSTABLE i LOCAYION �„� 4hl 4� SEWAGE # 0- a VILLAGE �i - r � ASSESSOR'S MAP & LOT _L INSTALLER'S NAME & PHONE NO. 3. E. KENNEDY TRUCKING 579 V 466;w STREET SEPTIC TANK CAPACITY ./ WEST BA.RNSTABLE, AMASS. 02666 LEACHING FACILITY:(type) ak!4_-;3,0 ` ti4ti -,(size) NO. OF BEDROOMS PRIVATE WEL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No Ir :. ILI... n , �5 4 K. 31 30' 130 C)�' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way.Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information / I on the computer, use only the tab 1. Inspector: key to move your cursor-do not Trevor Kellett use the return Name of Inspector key. Aardvark Environmental Inspections „b Company Name PO BOX 896 Company Address East Dennis MA 02641 City/Town State Zip Code 508-292-1056 S113744 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Furth r Evaluation by the Local Approving Authority ) � — F/c,/� 6� Inspe or's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. I t5ins•3/13 Title 5 Offical Inspection bs rf.,a Sewage Disposal System•Page 1 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for,Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City[Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: . ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The systemi upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check'the box for"yes","no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): F r t5ins•3M3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. city/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other. D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes' No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ' ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool El ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool i ❑ ® Liquid depth in cesspool,is less than 6" below invert or available volume is less than '/z day flow _ t5ins-3113 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 official Inspection Fora ;i Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOTdue to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000g pd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either°yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3113 Title 5 OfBdal Inspection Forth:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 'w 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31114 page. CitylTown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 t5ins•3/13 Tito 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official -Inspection . Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: This is a typical Septic system(Septic tank D box SAS) Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3113 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form.-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) , Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank,distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner owner's Name required for is West Barnstable MA 02668 7/31/14 required for every page. CitytTovm State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known)and source of information: 3/1/00 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2.5 feet Material of construction: ❑cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 1.5 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gal Sludge depth: 2" t5ins•3/13 Title 5 Offidal Inspection Form:SLbsirface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name, information is required for every West Barnstable MA 02668 7/31/14 page. City/Tom State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 30" Scum thickness 2 Distance from top of scum to top of outlet tee or baffle 3" Distance from bottom of scum to bottom of outlet tee or baffle 191, How were dimensions determined? Measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Septic Tank is watertight and functioning properly Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions.- Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in worldng order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3113 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Tale 5 official Inspection Forrvi Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection D. System Information (Cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert even Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D box is level and water tight Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No* Alarms in working order: ® Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order,system is a conditional pass. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Ofidal Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 3, 40x15 feild ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Dug down to the stones where there is no sign of staining and no standing water Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts L Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14. page. City/Town state Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Mrs•3/13 Title 5 Offidal Infection Form.Subsurface Sewage Disposal System•Page 14 of 17 f Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Tovm State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below. ® hand-sketch in the area below ❑ drawing attached separately A B A1)25' A2)22' A3)41' 0 0 A4)41' B1)14' B2)16' B3)45' B4)46.5' 40 ---------------------------------- t , t , r t t 4 3 P t t , r t t , ----------------------------------' t5ins•3(13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page, City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 20 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked,date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: You must describe how you established the high ground water elevation: USGS Maps show ground water between 20 and 30 feet Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ins•W3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �. 866 Main St Property Address Robert Truitt Owner Owner's Name information is required for every West Barnstable MA 02668 7/31/14 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Town of Barnstable P# 90"d!15 Department of Health,Safety,and Environmental Services Public Health Division Date ,V,F" ��- G� 367 Main Street,Hyannis MA 02601 eAnrasrAet.e, MAss. ATECMA `� Date Scheduled ''j A Time ",47, 'ee Pd. ti. Soil Suitability Assessment for Sewage Disposal i+/- Performed By: f w 4 '*c Witnessed By: je-ICO Y LOCATION & GENIiRAL INFORMATIONj/Location Address p / y�� Owner's Name aw,,4' ! fWJ 4 t �o/ �a/ ' Address Assessor's Map/Parcel: l "�9 Q ��L Engineer's Namei° f� NEW CONSTRUCTION REPAIR Telephone# Land Use _ G��lJ IrAzz_( Slopes(%) 6.02- Surface Stones Distances from: Open Water Body ft Possible Wet Area>/S0 R Drinking Water Well 65 R Drainage Way f Z 0 R Property Line 3O R Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) B 4 L _ 43 '.6 wa✓c�- � � vt p�. y �0, 7 v L.. GJ: dt'441n1 $Mee-T 6 /1,0..)TE 41+ Parent material(geologic) ,. 4aTu`°�} / Depth to Bedrock /V 8 0 I&j � u Depth to Groundwater: Standing Water in Hole: l0 Weeping from Pit Face /0 6 Estimated Seasonal High Groundwater 36 .... .. E�'EII IYATIO i V.0f S.EASONAE�aH'VVA:TE TA L ::: Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt. Index Well#___,_...... Rrading Date: Index Well level.,___ Adj.factor Adj.Groundwater Level pEI2�COLATHON TEST n t T�ht� Observation Hole# �>° Time at 9" Depth of Perc A"—I q er Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak �5 (Tpu_atd ell -SOA-K Rate Min./Inch ��-P"`P� Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEED OBSERVATION MOLE I,OG Hole;# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) QMunsell) Mottling (Structure,Stones,Boulderes. F/NF Consistency,%Gravel �• fArlD 0 'a� tm�r+ Io 1k.3/A x —36 v4 -FIA-0- 36 a u i�N�'MEbt✓•� (o f.3 Lt�co �.s'Y 7/1 zvo f� DEEP OBEit�'ATION HOLE.LOG Hole# . Depth from Soil Horizon Soil Texture Soil Color Soil' Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Grave D E OBS RVATI N HOLE LOC Hole# _ ; . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) Munsell) Mottling (Structure,Stones,Boulderes. n istene % ravel L.. DE.EP..CJBSERVATION IIOLE TOG : Ile Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) R TIQ —(L Insnranee Rate Mao Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material ! Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ye-S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 0 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature e Date a tt. ea BUOYANCY CAL CULATI ONS FORMAT Property Location V 66 Wes-rnl4��l sT2ee7' u,, BAl�ntsTABcE Property Owner «ILo L y N fl �w Date of-Submittal_ aL6 j Q o Q�MP �F4AM$E(Z SIZE 1000 _Gallons Constants: Weight of.Concrete @ 144Lb/Cu/Ft. -_ Weight of Water @ 62.4 Lb/Cu.Ft. .Weight of Fill (dry)95 Lb/Cu.Ft. PROFILE OF TANK • tj� .Finish Grade Elevation 9,9,O`(4,1 fr.1v Top of Tank*El 9>.x± %s is � Ground Water El.�S t Bottom.of Tank El. 94 4 ± TOTAL VOLUME OF TANK N 1A INSIDE VOLUME OF TANK ,11A VOLUME OF CONCRETE Fc=Net Volume in cu/ft x(144 lb)rcu.ft)=downward displacement I �Pgn /1 CA Co�c i VOLUME OF FILL OVER TANK+ Tank dimensions in culft i wa F 7-,Tank Cu/Ft.x(951b/CuYt.)=D %%nrd force_ s;>' x �,� Fb=C�Ft of tank x 62 4 Ib/� P� = > »e A VOLUME OF WATER DISPLACED BY TANK:Outside tank d' I , . . 00=upKard force dimensions TOTAL DOWNWARD FORCE=WT OF CO:,'C..TANK+WT.OF FILL = �7,5 83/4 1S DOWN«'ARD FORCE GREATER THAN UPWARD V rS FACTOR OF SAFETY BUOYANCY CALCULATIONS FORMAT.. RMAT Property Location P6 6 w Fs;r14„�j Property Owner C+,R-o t y/v op e c� Date of-Submittal SEPTIC TANK: SIZE 160.0 Gallons Constants:..Weight,of.Concrete @ 144Lb/Cu/Ft. Weight of Water @ 62A Lb/Cu.Ft. .Weight of Fill (dry)95 Lb/Cu.Ft. PROFILE OF TANK Finish Grade Elevation 9 8.O t Top of Tank'El �. (b- - Ground Water.E1.9 fJ_ Bottom of Tank El. 91.g t TOTAL VOLUME OF TANK N INSIDE VOLUME OF TANK i VOLUME OF CONCRETE Fc=Net Volume in cu/ft x(1441b/cu.ft)=downward displacement i VOLUME OF FILL OVER TANKi Tank dimensions in cu/ft Ff=Tank Cu/Ft.x(95lb/Cu.Ft.)=DoKm%%ard force_ VOLUME OF WATER DISPLACED BY TANK:Outside tank dimensions �C��F�,oflanl:,,(11.4lb1cu_f,j=u;"ary f orce lb t4g:� to Ova TOTAL DOWNWARD FORCE=WT OF CONIC.TANK+WT.OF FILL /S fo9!s IS DOWN«'ARD FORCE GREATER THAN UPWARD YES FACTOR OF SAFETY pit Page: CERTIFICATE OF ANALYSIS Barnstable CountyHealth Laboratory ' Report Prepared For: Report Dated: 01/19/2000 Realty Executives Order Number: G0004787 " Agnes Chatelain 1582 Route 132 Hyannis, MA 02601 . Laboratory ID#: 0004787-01 - Description: Water-Drinking.Water Sample#: 04787 Sampling Location: .866 Main Street,. West Barnstable Collected: 01/12/2000 Collected'lry: A Chatelain Received: 01/12/2000 Routine ITEM RESULT UNITS MCL Method# Tested LAB: IC Lab Nitrates 1.4 mg/L 10 EPA 300.0 01/13/2000 LAB:Metals Copper 0.2 mg/L 1.3 SM 3111B 01/13/2000 Iron 0.2 mg/L 0.3 SM 3111B 01/13/2000 Sodium 18 mg/L 20 SM 3111B 01/13/2000 LAB:Microbiology Total Coliform Absent P/A. Absent P/A 01/13/2000 LAB: Physical Chemistry Conductance 231 umohs/cm EPA 120.1 01/13/2000 pH 6.2 pH-units EPA 150.1 01/13/2000 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By: PP .(Lab Director) /ti/2e;1C:1v Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 AsBuilt Page 1 of 2 1 U W tv Ur n ruc:v a 1 rusts, LPC "1 `�1•�'^��/.s� � SEWAGE VILLAGEy P.,,7,,y6 4, ASSESSOR'S MAP&.LOT INS'fALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / 5 d C LEACHING FACILITY:(t pe) P,' Sr /1�y�p (size) NO.OFDEDROOMS BUILDER OR OWNE -oa-' PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) T Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by T23 Air --------- yid . http://issgl2/intranet/propdata/prebuilt.aspx?mappar=156023&seq=l 7/19/2017 t No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 0(ppricatiou _for Vern Con5tructiou Permit Application is hereby made for a permit to Construct,Alter( ), or Repair( ) an individual well at: ` -Location-Address Assessors Map and Parcel Owner Address Alt CCgae[.Lip Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Capacity Purpose of Well Agreement: The undersigned agrees to install the afore d scribed individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well ,r tection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of o li ce as been issued e7Board of Health. Signed 7 Date Application Approved By -7 7-q Zo Date Application Disappro for the following reasons: /� f Date Permit No. C,0,�o 26 Issued Zq zo 16 Date ------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(✓Altered( ), or Repaired( ) by k)0 1 k- ^ire b�l y1V-,- \ i , Installer ` 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.A)ZO)G —alb Dated "16 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. Z®� � dz� �So� Fee BOARD OF HEALTH TOWN OF BARNSTABLE Zipplitatiou jf or Yell Con5tructiou Permit Application is hereby made for a permit to ConstructV,---Alter( ), or Repair( ) an individual well at: !� 1 In,14 f-o p p1 \5(=. _ Location-Address Assessors Map and Parcel LCO In a. //A Sla L V�tea e k ���3a Owner Address 51n 0 �AoKv IPCIA C)In / Al 10 wnr I4 e 11 :T-C�• �.t ��s "uY t�,Y�s e-.. Installer-Driller Address 02-6 Type of Building v I Dwell ng i Other-Type of Building No. of Persons Type of Well 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 Privat�/liace/has ;otection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of 'o been issued b _the Board of Health. Signed � - Date Application Approved By 9 Z Zo/6 Date Application Disappro ed for the following reasons: Date Permit No. Ze) 1 (0 U Issued zo Date I BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed,(,�Altered( ), or Repaired( by p1 CGl�X�C k u, �k 'h I�PLcQ Installer ( 1 at �-Z'r, C'►l� ` �T Vim)P C� �r��� C� Y�i�`' 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.kti 00 t(o--0 26 Dated y 1791701- P ' 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 lVerr Cougtruction permit l/^ No.�" v- ��� Fee r Permission is hereby granted to C1T �4 !1 } 1 0CC-% Installer J to Construct( ), Alter( ), or Repair( an individual well at: l No. ��a C��C ��n S( �-N Q Street as shown on the application for a Well Construction Permit NoNaI6- 02 L Dated Date 1 G Approved By ASSESSORS MAP PARCEL NO: Q ;?, Fee------ ---��- ----- BOARD OF HEALTH 1y TOWN OF BARNSTABLE �J Application-*rVell Con0ructionj3ermit Application is herb made for a permit to Con uct ( ), Alter ( ), or Repair ( )an individual Well at: ----------------------- , _ ter_ - -=- - ---- --- -------- Location — Address Assessors Map and Parcel -- -- r°a�--- --- ------------------- - ��%t!es' --- - Owner Address --------------------�1 �v_- - -- �P --------------------- '--- .�Pr,�s �J/�_-- - - Installer — Driller Address Type of Building Dwelling e'_l/ ------------------------------- Other - Type of Building No.No. of Persons------------------ YP e of Well ---------___ T -- ------------------ 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 .of Complian has been issued by the Board of Health. Signed date Application Approved —_---- - -- -- — date Application Disapproved for the following reasons: - ----------------------_--------- ---------- - --- -------------------------------------- - date Permit No. date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CE TIFY, Tha' the Individual Well Const cted (el, Altered ( ), or Repaired ( ) by—____ . ------Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection N1 Regulation as described in the application for Well Construction Permit 0�`���Dated�a?,.g et�) THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE— _ ��' Inspector--------------_ __ —__ - lY• OF q .li. f.. No.--�x--=� -�- �rj Fee------ --- -- ------ BOARD OF HEALTH . ', ' TOWN ':OF BARNSTA;BLE. r RppticationArVell Constructionn erM' it i Application is hereby made fora permit to Cons't uct.(. ), Alter ( ), or Repair ( )an individual Well at: --- - � _ - -- -- ti Locatidn Address w> - k s Assessors Wla andParceh r Al 4 Owner Address i ----- ------ ,9, �z!.�'td/e Installer - Driller 1 Address —� -� , - Type of Building- Dwelling --------.-- .�/-�-- f�� J, Other - Type of Building-------------- - - --- z ---—--- No..of Persons------------ Type of Well_ �1 ._-- -=__fi_ Capacity !. Purpose of Well_,-- Agreement: Agreement: The undersigned,agrees,to install the aforedescnbedindividual 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 Complian has been issued by the Board of Health. ----- 0.07 date Application.Approved lt f, date Application Disapproved for the following.reasons: --- —— = - — — - - -- ------ ' ------- date Pefmit No. Issued -- '`-- ----------- date - 1 w+,ti+3aSa�i�+,.iR.laYssi:.S.nTda.e.h!e.. p:±ntieoPa�oRe4:�.k.4"!.sa±e�dleoe+bR.a�a46.ea;aeati.4e4�aeawrxrlAQaesRYstssL:�<�a9mani:l64�}fneb�N.r+caas'etas$eseaaews'+�ie:rsG9avSis'aass�asaffy+4s? ( „ B4OARD'.OF'HEALTH TOWN OF. ,BARNSTABLE C ertif irate Of Compliance THIS IS TO CERTIFY, Tha the Individual Well Const cted (,17; Altered ( ) or Repaired ( ) ilk eo ; -=- - - °_�- - -_- -- -- -__ by---- — --- w r Installer : : at--- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection 4 Regulation as described in the application for Well Construction Permit N//W --- __- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED_ AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION.SATISFACTORY. DATEInspecto — - ---- _ - - .. BOARD OF HEALTH TOWN OF BARNSTABLE o emit s- No. y '- o 0 Fee �. Permission is hereby granted ---- No. ' ��� �i�//V _„S'�• idual Well at: to Construct (�, Alt ( ); or Repair ( . ) an I div- �����/-- � - --- -------- Street - - - as shown on'the application for a Well Construction Permit No. _ __ DATE Board of Health r ` CERTIFICATE OF ANALYSIS Page. 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/21/2000 Order Number: G0005270 Marjorie Leonard 866 Main Street West Barnstable, MA 02668 9 Laboratory ID#: 0005270-01 Description: Water-Drinking Water Sample#• 05270 Sampling Location: 866 Main Street West Barnstable MA Collected: 03/13/2000 ollected by: Stiefel Received: 03/13/2000 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB:IC Lab Nitrates 2.2 mg/L 0.1 10 EPA 300.0 03/14/2000 LAB:`Metals Copper <0.1 mg/L 0.1 1.3 SM 3111B 03/21/2000 Iron U.1 mg/L 0.1 0.3 SM-3111B 03/21/2000 Sodium "17 mg/L 1.0 20 SM 3111B 03/21/2000 LAB: Microbiology Total Coliform Absent P/A 0- Absent P/A- 03/13/2000 LAB: Physical Chemistry Conductance 229 umohs/cm 1 EPA 120.1 03/14/2000 p1l 6.3 pH-units EPA 150.1 03/14/2000 . EPA 502.2- Volatile Organics by PIDIECLD ITEM RESULT UNITS MDL MCL Method# Tested LAB: GC LAB 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 502.2 03/13/2000 1,1,1-Trichloroethane BRL ug/L 0.5 .200 EPA 502.2 03/13/2000 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 502.2 03/13/2000 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 1,1-Dichloroethane BRL ug/L 0.5 EPA 502.2 03/13/2000 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 502.2 03/13/2000 1,1-Dichloropropene BRL ug/L 0.5 EPA 502.2 63/13/2060 1,2,3 Triclilorobenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 1,2;3-Trichloropropane BRL ug/L 0.5 EPA 502.2 03/13/2000 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 502.2 63/13/2000 Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 ` Page: 2 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/21/2000 Order Number: G0005270 Marjorie Leonard 866 Main Street West Barnstable, MA 02668 Laboratory ID#: 0005270-01 Description: Water-Drinldng Water Sample#: 05270 Sampling Location: 866 Main Street West Barnstable MA Collected: 03/13/2000 ollected by: Stiefel Received: 03/13/2000 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 0 EPA 502.2 03/13/2000 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 502.2 03/13/2000 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 502.2 03/13/2000 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 1,2-Dichloropropane BRL ug/L 0.5 EPA 502.2 03/13/2000 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 1,3-Dichlorobenzene BRL ug/L, 0.5 EPA 502.2 03/13/2000 1,3-Dichloropropane BRL ug/L 0.5 EPA 502.2 03/13/2000 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 2,2-Dichloropropane BRL ug/L 0.5 EPA 502.2 03/13/2000 2-Chlorotoluene BRL ug/L 0.5 EPA 502.2 03/13/2000 4-Chlorotoluene BRL ug/L 0.5 EPA 502.2 03/13/2000 Benzene BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 Bromobenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 Bromochloromethane BRL ug/L 0.5 EPA 502.2 03/13/2000 Bromodichloromethane BRL ug/L 0.5 EPA 502.2 03/13/2000 Bromoform BRL ug/L 0.5 EPA 502.2 03/13/2000 Bromomethane BRL ug/L 0.5 EPA 502.2 03/13/2000 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 Chlorobenzene BRL ug/L 0.5 100 EPA 502.2 03/13/2000 Chloroethane BRL ug/L 0.5 EPA 502.2 03/13/2000 Chloroform BRL ug/L 0.5 EPA 502.2 03/13/2000 Chloromethane BRL ug/L 0.5 EPA 502.2 03/13/2000 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 502.2 03/13/2000 cis-1,3-Dichloropropene BRL ug/L. 0.5 EPA 502.2 03/13/2000 Dibromochloromethane BRL ug/L 0.5 EPA 502.2 03/13/2000 Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 A Page: 3 CERTIFICATE OF ANALYSIS 01 Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/21/2000 Order Number: G0005270 Marjorie Leonard 866 Main Street West Barnstable, MA 02668 Laboratory ID#: 0005270-01 Description: Water-Drinking Water Sample#: 05270 Sampling Location: 866 Main Street West Barnstable MA Collected: 03/13/2000 ollected by: Stiefel Received: 03/13/2000 Dibromomethane BRL ug/L 0.5 EPA 502.2 03/13/2000 Dichlorodifluoromethane BRL ug/L. 0.5 EPA 502.2 03/13/2000 Ethylbenzene BRL ug/L 0.5 700 EPA 502.2 03/13/2000 Hezachlorobutadiene BRL ug/L 0.5 EPA 502.2 03/13/2000 Isopropylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 Methyl-tert-butyl ether BRL ug/L 2.0 EPA 502.2 03/13/2000 Methylene chloride BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 n-Butylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 n-Propylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 Naphthalene BRL ug/L 0.5 EPA 502.2 03/13/2000 p-Isopropyltoluene BRL ug/L 0.5 EPA 502.2 03/13/2000 sec-Butylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 Styrene BRL ug/L 0.5 100 EPA 502.2 03/13/2000 tert-Butylbenzene BRL ug/L 0.5 EPA 502.2 03/13/2000 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 Toluene BRL ug/L 0.5 200 EPA 502.2 03/13/2000 Total xylenes BRL ug/L 0.5 10000 EPA 502.2 03/13/2000 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 502.2 03/13/2000 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 502.2 03/13/2000 Trichloroethene BRL ug/L 0.5 5.0 EPA 502.2 03/13/2000 Trichlorofluoromethane' BRL ug/L 0.5 EPA 502.2 03/13/2000 Vinyl chloride BRL ug/L 0.5 2.0 EPA 502.2 03/13/2000 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Superior Court House PO.Bog 427 Barnstable MA 02630 - - p Ph: 508 375 6605 CERTIFICATE OF ANALYSIS Page. 4 Barnstable County Health Laboratory Report Prepared For: Report Dated: 03/21/2000 Order Number: G0005270 .Marjorie Leonard 866 Main Street West Barnstable, MA 02668 Laboratory ID#: 0005270-01 Description: Water-Drinking Water Sample#: 05270 Sampling Location: 866 Main Street West Barnstable MA Collected: 03/13/2000 ollected by: Stiefel Received: 03/13/2000 ApprovedBy: PP �/S�• - '-' - — (Lab Director) Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 03/29/2000 15:00 5084201904 DANIEL JOHNSON PAGE 01 ' h Ja. DO,��tA Mlp�R^�p/ DCHESTIC SEPTIC DESIGN, INC. OSTRWIIM, Xh 02655 (509) 420-1904 March -29, 2000 Board of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: 866 W. Main Street, W. Barnstable Dear Ms. Miorandi: I hereby certify that the subsurface sewage disposal septic System was installed correctly for the above referenced site. If you have any questions, please do not hesitate to call. Sincerely urs, Dani.e B. Johnson, R.S. , C.S.E. Gr ABBREVIATIONS SITE PLAN CONSULTANTS SHEET INDEX SEAL SITEUST DF,IBBREVIAIM]rL4 ,` � /._........",... .- . J WETLAND ENGINEER "AIT'H LGxDGgNIxG M �) X ��� C-1 Existing Conditions Plan (xED ARC ABV A90VE YL NEOICIA,GANNET "y "\,• AFE ABOVEFN:BHmFLDOR YErll ELNAxD.1 ' ENSR INTERNATIONAL A1T ALreIDUre YFlL MANUFACTURER ry) `� , 1•''.,::. M1, l ALT ALwwuu Nw ' SAM HAINES C-2 Wetlands Permit Plan �P BE'q AID 95 STATE RD J-581 Surface Sewage Disposal System Cow BEADBOARO N METK *� SAGAMORE BEACH,MA 02562 BLDG eULDINO xK NorNraxTRACT - _,i '.Y " ,�, 508.668.3900 866 Main Street BUB] IONIC, No. NONNAL Bo BBOTTON OF Nre NOTro fiCNF / / f BR BN]ffJt ROO OD OON ° BA6DE GPI° Eq "'s'" :' � ✓ 1 SURVEYOR ARCHITECTURAL ' BiA BrM eoTTOu ORI aaoelTE HAro �, 1 OFNo OPENING ` /�`•��'•_.,- ©..\./! l GJ T w�mL]aNr puAR ceBDNm .,�= ,e G-001 Site Plan Vi! INIA aG Iouxo FlAN 1wncLAulrure - ti _ /` BAXTER NYE$HOLMGREN aLu "ate"AB°""R'FD"n ^�� ,, c'r --_� ' .' '° JOHN R.ELLIS,P.L.S. D-101 Existing Conditions Removal Plan COL COLLINN " b � ;. fi 12 MAIN Dow Do— D Poq �DAaEia>r ,, - �_,,, r �. _ /� a N sT. A-003 Materials and Specifications r _ LT fER/OND LYE F81 Pw„De PEA BGUMEINCN - ) © .,../ OSTERVILLE,MA 02655 OB DOWNbN11T PK POLTNImM1.CHLORmE y " `• 1 508.428.9131 A-004 Schedules and Tables Df'° DENNDNON A-101 1 st Floor Plan 4/6/2006 DEr DETAL GT ou.RRrruE �. DU DAMEfpi OTr ouANTITr •,� �� `t� DM DNEN9DN _ A-102 2nd Floor Plan DN R Flo!R I - DL DEAD IDAD R RUER y .`.. -/ °DSn"io ° _° W �� V ',�' � -•�� ��� � -� � - A-103 Roof Plan yDnADINr �° `� 1i�1 r� A-201 North/South Elevations 08-18-05 PRLIM. BID RELINE REwiORC NO , 11-07-05 Historic Submission EL �AnDx RDHrHAND ED, A-202 East/West Elevations ELEO ELELTINAL RAI BOON `, L '�- I � ly f � "' / Lmo EO� RPOo RouDH OPEDNO ~ i � l' x- •• r �`% —NGD ewuo E �; e; °� ` �� r' / A-203 EMI Elevations Garage 01-17-06 Bid Set EAT Ee MR 6LH Sa1EDULE A J� y. F11ylmFlaoR 9ELDT B °D "°°°°°� - `�. ' { A-204 Building Sections FlN FIN181m �,r 4H� ;�...7 _,� 9 04-06-06 Permit Set F< F�°" a"� A-301 Exterior Wall Details FLR FLDOR leDI 8N 6N:LAR „- BPED eFELIFlCATxxN \ _ A-302 Roof and Trellis Details FT FOOT P"O°F � BPEO CATIOx19) FURR fURRED LwD) B9OOF BOU�A(✓E FOOT � ` /�%"� , ouADE ero e�rw°u'�R° I��.. aay GWyAxOED B BEELi A-401 Window and Door Details -Do GENERAL fgHTRACr(a11 BTL STEEL GL OLA86.OLAZPID BTRUCr 9TNUCRiE.81RLICNRW- \i4 !, ��MWALL� A-402 Interior Window and Door Details DYP BD D1P811N DRYWALL BOARD ` TRE,o `%` y A-501 Roof and Chimney Details K a BO TONGUE AD GROOVE „0 HOBE BBB TEL TELEPHONE - "" HLYD "HOLl1IW CrocNDODDOON r0 TOPOG"—) V\� i.... \ N— HARDW..- TYRLAL N 1DLLDWNETAL y"PORBNIRIEq A-601 Interior Details N'T Ha1IZOMK Ill NVENTM1ATOINaA"CONND D„I �N Hm wATFA HEA l —FIELD CONDITIONS 5 t 9 n NSVH N xr FIFE r D INSIDE D—MR VT Nri n1E ;xa NauDEry,DND "� Fu - Electrical Plan House NN81A N9UlAlgx V11L VEM TNRU ROOF 4 Little treet r IN—IOR veonl,vAOE -102 Electrical Plans Garage R ClO4ET Alexandria, VA 22301 � Jp1M VA: WRIE MR graEN YD MOOD LeaTx Wn YATHour ph.202.251.3235 N.703.836.1028 S-101 Foundation Plan I wwF w�DwDEiAelne W �R www.kaoszdeslgn.com mark@kaoszdeslgn.com wy EFT HAND erm Set N O�x O CO n^ u C O n S-102 2nd Floor Framing Plan LL l0 AD ILµ rD LEG HDRmDNru LLV LONO LEO VEgTN:AL S-103 Roof Framing Plan SYMBOLS GENERALNOTES ELEVATION LEVEL ° rA•Tr<. +.. THECOxDLKTdi W1p 3UBCONTRACiW eNALL CLBNITXE bIre OF aL9T AND DfBD9OWLY 1N.81EFLUN+F186HALL BEURTEO FOR OPENIrDBNNA4pNRYWroBFEETM ••••E O +1 AFTER WONT 19 CON0.ETm. TNEFOILOMNo eCHmULE.PRPIIDE A Y:N:Yw OF r NlnINw BEAR:NO EACH 11- NOS O +. CODE CONPWN G OOOR NUiJBER THCP110.I IS LOGreolx FOR BreElLIN1ElS t NU FMYNG 6MNLBE N¢]DWGW FBL NO.]90UTIERII PINEOREWNNFNT. r` J\ m]R.Y WITH N111EOlNPFWExTe OF T1EOWFANwG MmORlnf4 NLWDHG ALL n1E rAHRiKTOR 6HNl RExDVE ALL RI®I6H AAL U:AVE T1E YAu]NG 6nEti c.0 UPOx a4xnOe4 C M0.C/Sf IDCK,WOBi"re(DDEA OROw,wCEe,REOU4ATI°IIB.w°.wETONFNIS. 1e. e� "NOLL ', Ni LUNOE"TO—ANFDOF,—ANDNIEVNUEOF I.WO,DLp Pet - � i i'v `\./r- :JLIJMN LINF_S - 'n']F'FT'4N OF1`°"^ F.mL4roau+o ranmWTTH,v PLYRaooaure uraes6 inreo \I n�J Nusr xFET OwNEReAmRovAI eFADRE FIx.1 PAruExr:aNwE.O Prro.•v N nD PORTIax OF TIE waN pNrLDNO 011900NTRACTB Ax0 glRaYeE oRorDa16H ALL P. 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ED PLAN 101 ROOM NUMBER •. oox—TOIR A.m iae caxTRALTDra slue cvarvwoRNwn's CONPFNsi,TlOr1 +. ALL DNEx6bxs sHowN ARE FNNN roFNIsx wLEss rDrmamFNYe6E µAu eN T oRAnflws,PurFa aEeEmnlo w�.ua4ELwvog ORCOND-1 A IL- L PRINCE Aim"LL OCON14 RANG{ASR[WNEo6r UW PfRI PIESSURE TREATED.ALL E]iIERDR w000811ALL THE LANDSOAPE REHOVW-OF PLAHTB OB9TILKrIN.—IIRI1CIgNOFADDm°n. PREeeURE rRFAreOOILAFRONFO Fai E%TFRDR u4F 0 ARNOPWATE FOR xATERIAIB YECHAN:CAl f4rDFGi:MroF]a6TNO6BTELL9.6m DRAWn04 FaL6UP0.Y 0. USE N3PRDVm METAL CONNELroRe lNrne0 N M E0UNNENn FOR ALL8T0.1ORIRAL (� REFERENCE:TILEELEVATION TO 3 TIE mNNucral6xAu vlsrr TIE BITE PFNNLro WN/TDxoTHEeio W+ovEwFr AIL 1 -M e BDNO GWL�D.IO:CaluflDm PpD011CT Oe91U•IDMABr2'dOI CAYWHNB REfarNFxDEo IOGTOW OETAJL ELE`Jr.TtQtJ m4nxa tQ1-1 OORRACTORwx181NNRwol' MOODrO aATERIF , Rmgq�„D,a 0 �1 DNOREPAXCIE9 Nr:FWXD.NO PtEA OF DNOXINte OP f]DsllxD rdn rtpn9 WlLL ee a NYN N[W WALLe FWeH WDH CORNFJa AHD mr;HNDEMI6TTO11KTCH AB NOIGTmW _ iT) REFERENCE �yre0. 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N�IADEL°RrEFI—AT—DAIII—III]SAS"DRI�r,rLLWAL�NEIHFDRDFxFNT- 866 Main St. ANDEWIMB.r,IxOLIOM TYPE ANDOI—,,1O8E—D1NOON—oN OF TNB ]. ,LLL FlYDNE9Tp0E 6ElECTm 0Y 04WER gUOR T°O'fHTRUCTtlN. wOTIX a]LaL xO Flx6NE0T°Be M4R°vm BY:VmYieLT. tr a+R°OFOR WAUb9WieE TxOROIlaLY6EHmulO R.VIEDIx MGfTFOT A ND 111EC aARACTOR w WRT11Np Pw0RT0 PROOEEOI NO µWry THE W OR„. B µ4w rare WreAElE ex Oxi l eEwdPoU11T AEx¢0N PMTRG roBMLL F�g9 8 t]. NT60FFrtA6ANDCmFaiaKGEMWAGmuPaE mWmO —E - WEATN9LFlDallo xDFeB °Tf{TNE OOAE16 Fal West Barnstable, ,] MA 02668 +1 THE RE9DEMOF NAY BEOLCUPNm OIN%xo CON9TRDLTa1.TNE OON}11M:IOREMNl 6aImNE Ax0 F>fallE T1E vDRnro uww4E INO@ArNrNCE ro T1E RFEIDFNOE ». All ATTIC 9PALF99MN1 eE VF1TlA reO WDHANET OPENM OP 1900 OP T1E AREAOF INS REMOVAL CF EYIERDll W.1LLf,OMdTM1Cna1 BHN1lDD1EroMHwQE f76D9lNE TO D;wND 1NE WEi,TX9N WD TO IQFP Txe FI@iL9E eEaNE TE1pOgWLY PgoTPtTDN 9HML BF —AI-OVDNUNR—EDONNNGe ATn1EaDa'EACHVDRx OAT. __ �DX FND •'�. 5 GENERAL NOTES �. E CONDITIONS AT Locus " PUN Is TO DETaI EXISTING SITE CO I of THIS 1. THE INTENT > OF .. S AREA P$COMPRISED LOCO LOT 1 O PUN BOOK 181 PAGE 21 / / -�• ASSESSOTYS MM 1S8 PARCEL 023 \ < DEW BOOK`13,470 PACES 054 CB DH FNI� `lh, G OWNER/APPUCANF.ROBERT F.B2 WHARFED,JR.&CYNTHIA MORSS TRUITT /, / ze.a / '�, � � DENVER,CO 80207 / , LOCUS MAP $Cale:1'=2000' nNGMAs C.ANo,ET Ux 0.•Q' /Z' \4:Z.. KAM A SOUZA a)PRIMARY BENCHM4R!(:sr NGT E-- 17.97 7.7`DA rV PROCTORS 4 6, \�e PROJECT BENCHMARK.SEE PLAN +•)ZONING INFORMATION -3 ZONING DISTRICT: RF A. 2Za' �'7""' ze,z �! AP D Protection Overay Distdet / RPo Resource Protection Overlay DisWot 4'p/' i/ \\ \`\ a� CURRENT MINIMUM ZONING REQUIREMENTS \ / / ru /-27-----'-'6 t ', \�\ x 29.1 MIN.LOT AREA-2 ACRES(RPOD) .. /,,p4� 79 11 MIN.LOT FRONTAGE-150' MIN.LOT WIDTH - .. \ �'� // �'• \`\\ xe.s .\ FRONT YARD.30' SIDE YARD- 15'REAR YARD- 15' \ / / 8-2 1 27.9 28. ., .. / / MAXIMUM BUILDING HEIGHT=JD' \-. /,(�, ' 26;3.\ \ $,)A iRLE SEARCH HAS NOT BEEN PERFORMED FOR ANTS SIZE B DETERMfNED". . / 26.1 \ _ / \ TO BE NECESSARY A TI11E SEARCH SHALL BE PEItFORMW BY-OTHERS. /' �• , WF + 26.3x 1 x 27 z ze.o \\ '6. \\ 1 / �) THE PROPERTY ONE INFMDGN SHOWN IS HARD ON CURRENT AVAUBLE REMM THE=INGFEATURES SHOWN HEREON � INFORMATION CONSISTING OF PLANS AND DEEDS, w -15 26.6x .I,s. 'r 1B \�\ a" x 22.7 //JOXN P.J NACOBSON,ET Ux WIRE W. ON 1NE GROUND FIELD SUIRVEI PERFORATED BY HAXIER, 11 - s.1• HOLwgREN,INC.ON MARCH 25 7 APRIL 5,2005. r / 1 ' NG�GET �ABRDEAS EAT TTEEOSD�BY 2741F . ,x / ` fRW NEfETIBCES26d 28 x H I OF ENSR 27.B SAM A � BOOK 181 PACE 21 N Y \� WF B 4 / \ 25.7 �L` 1 - . 263 ON L 1 2006 ... AGE 12I . \ NMI BOOK T02 P JACK J.FURNAN 25.7 \ �A. 29. \ /' 24.4 �\ \ -�f J' �A. Yft B- I ftWIE U UYWT1S02 ! / / / , WF g x 261 x 27.0 2.3 29.8, \ 26.7 / 2g, / 7.) COMMUNITY PANEL NUMBER:T50001 0011 D \ / / 1WF 8-13' 26.0 2 k 27.3 x 29.3 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS LONE C, w B- 26.4 ���\ / AREA OF MINIMAL FLOODING. Y" � 1 .? 26.6 \�- MH8 � WF B-7. 1 / T 4 273 4 &) WE7IAND D1,2ODTION PERFORMED BY aAUEi HANES OF ENSR INIERNAl10NAL e / zy Ble � ON APRIL 1,T005 x 46 25.8 62 / T 29.1 29. 22.aX � WF a-12x z8.3 CBE FND V/ / /. WF A-10 \ NF A-e 26,0 9 % - \�. x I pp ` WP�'-1 26.7 x 27,9 �1 THE TRACTOR SMALL CONTACT DIG SAFE(AT 1-BBB-OTC-SAE)AND URUTY zz. -1 e7A -PLAN BOOK 101 PAGE 21 C ANTES TO LOCALE Al FJOSING UTIL171E5,AT LEAST 72 HOURS PRIOR ID THE START '..:• j / / 24, a WF A a i x 27 - WF a-e WELL READ +` 47,486t S0.R. 11 /.J•z9.4, /.. . OF CONSTRUCTION.THE LOCATION OF ERISING UNDERGROUND NFRA57RUCTURC UIIUTIES, z73 ABANDONED PER SUBSURFACE 1.09*ACRES / 28, / - CONCURS AND LINES ARE SHOWN N AN'MPRWOMATE WAY ONLY,MAY NOT BE UNITED TO c ` .2 31' / ' THOSE SH?AN HEREIN AND HAVE BEEN RESEARCHED H/SED ON THE AVAILABLE UTILITY ,421`922 DRAINAGE PLAN DATED , / L-ea�4� / ,A' t" p,1P �!/ 2/16/00 AS M07M HEREON 1, •� � i e9 / RECORDS NOTED HEREON.THE CONTRACTORAGREES TO BE FULLY RESPONSIBLE FOR ANY r� '*? �•� R.46.12' / I v.- 25' y� �''' ; z7.z Ak/ ,/ ,�yqp,' / AND AL DAMAGES WIVCH MW BE OCCASIONED BY THE CWFRNCIOWS FALURE TO LOCATE / 2. \ \ 1 / , S41D INFRASTRUCTURE AND VITURES EXACTLY F FIELD CONDITIONS DIFFERS FROM PLAN ?g• d,�' / 2///i'� `+\ AI[, ``� \� 4.2 I / ,�N.9 x 27.1 � „°yi129.18` , NFORMATIDN,THE GONIPACTOR SIMll NOTIFY THE ENGINEER D�BiETXATELY FOR POSSIBLE \ j x 20.] �\ `+ ].8 •✓ •.f /\ RE�IQI.. 23.0 // \ I i /( 22\ x zza 2e.4AIL O• - / �j 22. / ANC\ _ W A-8 4.1 x\6.9 6.G )A ,TM1M /' / SEPTIC SYSTEM LOCATION IS APPROAMATE PER NSAILLER'S CAW PERMIT#2006-1fT8 23.] /f�"u' g/ \�` -�AS DELINEATED BY�a\\ \ x71._ EDP 23,7 �•'` �x ` \ \\ ?M / /' - PERFORMED BY MIDCANi SEPTIC. x 21.1 `J ,�b.\SAM HAINES OF ENSR '�' �\ /�24.2 + \ / / DN�APRIL 1,2005 b ' ' \ ti � \ �26.8 311xNE DRIVE WELL A)AIDONEDMENT AND ADDITIONAL SEPTIC INFIXMIATION PRDMOW BY PLAN FNIIRLEDr . \ z3.5 \� / \ 27.1 � , // � S1IBSURFACE SEWAGE DISPOSAL SYSTEM 868 WEST MAIN STREET(ROUTE BA).W. � a `�� I 25O •. .• .• \``� 27,11 / / / / BARNSTABLE,SIGNED AND STAMPED ON T/1B/2000 BY DANIEL BFRJAMN.OTDl90t1,R$ reo WF A-1 22�3 4 7.r/ \ ,1 ,11 X 28.7 / AND ON RECORD AT ME TOWN OF BARNSTA LE BOARD OF HEATH DIPATM04T 2 3.9 24.1 21.5 1.3 /2S 2 * '1 / -r1�-1�8 27I/ .P .9 / \ ,L 26.9 x 27.E/ / Ob 24,3 _ _ 1�] �}�y // 6 4��-/ \ / 11 7.2 WF A-3 WF A-4 22.6' \ \ / 27 .1 `4:`� 24.7 xx- za.6x25. e+. 23.5 46.0 23.4 / i 6-0�' / /� x , ,/ , V "!y� / 806 Main Street ". West Barnstable,Massachusetts \ 3.ax i ' z�' / •F' /! �7. I ' / PREPARED FOR �},S ' / � Robert Trultt Jr. \ •-10D'OFFSET .26. / / .'-x-EfAg \ ^ 26' / 1 , TITLE WETLAND FLAG' OjP`' /// x 25.1, 26,4x 'n 260 Existing Conditions Plan 26 x 26.6 , 2� J.K.HOLMGREN ENGINEERING,INC. LEGEND/ABBREVIATIONS 26.45. BAXMB Nn&HOLMOREN ro _ UTILITY POLE z69'6: j 2� �/' 812 Main SLroeOslOrnlle,Mes6ach etts 02655 ® - ELECTRIC METER 10d OFFSET FROM \ q1 zse�27.a 7 28.0 Phone-(508)428-9131 Pax (508)428-3750 < -aw--aN,--- = GAS LINE �� �-�•�t, \��7BM:ro zz FND 4' z6 20 0 20 40 = BRUSH LINE - weTLnND FLAG UNE \\`\ EL.2G.15'NOVO SCALE IN FEET = CONTOUR v . ° X 1100.0 _ SPOT GRADE �+\ �27.3 27.9\�I I SCALE: 1 =20' N a = CONCRETE BOUND o EL = ELEVATION s MHB = MA HIGHWAY BOUND '� N CBE = CENTER BACK EDGE CB - CONCRETE BOUND ze.o ET DALE: 4/21/05 \ �� ` DH = DRILL HOLE \ FND = FOUND \ C■1 WF = WETLAND FLAG CARP = CORRUGATED METAL PIPE ti A AS BY DATE REMARKS Cpp - CORRUGATED PLASTIC PIPE �?`7 WAMRD NOM RCP = RE-ENFORCED CONCRETE PIPES 0: 2005 OS-0026 SU . WORKS .2005-026ec.dw o- F.F.E. = FINISH FLOOR ELEVATION - g 2005-026 EDP - EDGE OF PAVEMENT 0 i O D.E.P.Rio#$E 3• XA \ CONSERVATION NOTES: �� c r�• I.NO WORK IS TO BE DONE UNTIL FORMS A&B ALONG WITH REQUIRED PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION.: \\•�? 2 LIMIT OF WORK TO BE MAINTAINED W GOOD REPAIR UNTIL ON DH FND GENERAL NOTES: COMPLETION OF PROJECT. /' & 1. THE IMW OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS 3.ALL ROOF LEADERS TO DISCHARGE TO DRYWELS. / - \ S ) + // - 0 .' .� a ' 2.)LOCUS AREA 6 COMPRISED OF 4.PROPOSED BUFFER PLANTING TO BE REVIEWED AND,APPROVED / ppvfl�/ / \ a LOT 1 O PLAN BOOK 161 PAGE 21 v - BY CONSERVATION COMMISSION STAFF. / ��'/// I ASSESSOR'S MAP 156 PARCEL 023 ``• 5.ALL EXCESS MATERIAL FROM FOUNDATION CONSTRUCTION 'TO BE REMOVED OFFSRE / ,e $' < DEED BOOK 13,410 PACES 054 ' /' / CB DH FNd1\ OWNER/APPLICANT:ROBERT F.TRUITT.JR.&CYNTHIA MORSS TRUITT + / 6235 MOUNTVTEW BLVD. NIF t.00tIS MAP Scaio:P=ZON+ THOMAS C.SPAND,ET UX ��N /' z�a// N OENVER.CO 80207 1)PRIMARY BENCHMARK:STATION 92 J-MHD-ID 9256 DISK AT PROCTORS / :20• `� KAREN A.SODU CROSSING. EL- 17.97(DATUM:NGVD 1929) / \ PROJECT BENCHMARK:SEE PLAN 28.2 4.)ZONING INFORMATION 9 - -3 l \ ZONING DISTRICT: RF . // q 27.4 2a.2 AP Aquifer Protection Overlay District RPOD Resource Protection Overlay District 27'- r 4. `\ CURRENT MINIMUM ZONING REQUIREMENTS ♦ 'b ♦ - d \\ x 29.1 • \\ : �,a // // ,d` �\ 7,9 i MIN.LOT FRONTAGE-C 150(R MIN)LOT WIDTH - / ♦ + \\\ 8-2 1\\ xe.s \ FROM YARD-30' SIDE YARD a 15'REAR YARD- 15'/'•(�� /' z6:a,x \ 27.9 ze. \\ MAXIMUM BUILDING HEIGHT-30' Y \ / /' 26.1 \ `.zn7 ze.s� s \ g✓'/ 5.)A TITLE SEARCH HAS N07 BEEN PERFORMED FOR THIS SRE IF DETERMINED \ , / 26.3x 27.2 28.0 \ \ v'.e-- �'' \\ 1 TO BE NECESSARY A IRl£SEARCH SHALL BE PERFORMED BY OTHERS. 9i -ta z6.6x ,x \\ / B•) THE PROPERTY UNE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD _ ?B \\ f x 2�,7 N/F INFORMATION CONSISTING OF PLANS AND DEEDS. THE MIING FEATURES SHOWN HEREON // •� / 6.1 - �. 1 \ JOHN P.JACOBSON,ET UX WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BAXTER;NYE& \ /�O JYlt BORDL]TINO' OETAIE'D WETLANb. ♦ B.l- / 1FD"' 2e,1 x \i x / HOUIGRFiI.INC.ON MARCH 25 7 APTBL 5,2005, N� / / ` 26.1 j 25.d , AS Dk NEA BY 27,n \ JACK J.NRMAN \ / / Wf B-4 ! ` 25.7 �(., SAY NN 6 a ENSR 27.8 PLAN Rl3ERDNCfS: \ \ / / 2s.7 0' 26.3` \ i; / ON Af;tIL 1.2005ae._ \ PUMA BOOK 181 PAGE 2f \ PLAN BODE(YD PACE 121 WF a-g x 26.1-��^�\\C +� x 2].a `B- .S'. ROUTE 61 IAYOUf19oz �• //^ V�/ p WF B+13' w B- z6.7 [ x�].5. ED PERH SUBSURFACE!27.3 EAD 29.9 29.8. / 7•) COMMUNITY MfL00D PNSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, ! / I \ 26 26.4 I•�WJ DR OE PUN BATED 2 \ x 29.3 2ZIALN AS NOTED HEREON � / AREA OF MINIMA.FLOODING. 2 I 26.6 r^ 2x.2 I 2]. PUN BOOK at P 21 , I ,g"r" / 27 47,4BBt BB.R.��. •4•� I B.) WETLAND DELINEATION PERFORMED BY SAMUEL WUNES OF ENSR INTERNATIONAL MHB CBE FND /' 22.4X/ a'6 \ IMF B-12 6.2 P / 27.2 . \ 11 WF B-7 yyE B1g 1.OB!ACRES �.\ 29.1� 29. ON APRIL 1,2005 �2B• 5�g 10�E ABANDONS) x2d7. x 28.3 WF A-68-/1 26.7 i 2J4 SF. x 27.8 'AA 9.) - . / / \2a. •9 A B zs.s' 7' PIN)POSE7)CHWNEY ON \ / .THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-BBB-DIG-�AND UTILITY v,>=A�0 x 27 /� EIOS'BNO OARAOE SLAB 1 �:z9.4 COMPANIES TO LOCATE ALL E)OS11NG URU=AT LEAST 72 HOURS PRIM TO THE START Pr' I / OF CONSTRUCTION.THE LOCATION OF D ISTING UNDERGROUND INFRASTRUCTURE URLIIIES, �4! J � 74' ' ? 1 2 31' 1 7. +gyp / y�'1z1`.92 !DUSTING PPAGE -\SLAB1 2e. // CONDUITS AND LINES ME SHOWN IN AN APPROXIMATE WAY ONLY,MAY NOT BE LIMITED TO O R.4B.1V / e / I CMP20.25\ -3.1 �•� ' / / /` THOSE SHOWN HEREIN AND HAVE 801 RESEARCHED BASED ON THE AVAIL4M UTILITY •1�,� \ // z2o/�'/ \, \ RECORDS NOTED HEREON.THE CONTRACTOR AGREES TD BE FULLY RESPONSIBLE FOR ANY OVERED/;A'x 3 \. \ i x /. ,(Y, / AND ALL DAMAGES WHICH MICR BE OCCASIONED BY THE CDMRACTOR'S FAILURE TO LOCATE 20.] I J \ I 7 I 6.9 23.0 /i t \ .+uJ. 4,2' i 271 Qj,� R'y / ''� � 'tip �x'29.1 tFF' /' SAID INFRASTRUCTURE AND UTILITIES fXACILY.6 Fa1D CONDTIIONS DIFFERS FROM PLAN + I + I ;- 7 /� 6 / INFORMATION,THE CONTRACTOR SEW!NOTIFY TIff ENOA'FER IMMEDIATELY FOR POSSIBLE �7yJ�/fj ill4 \ \ z7.e 2a '�� / REDE9GN, l9 23.7 ��• g / \� BQRDERING VEGETATED NETL ND WF A-B x a 1 b I I ��T \ 'Q � G.7 _J \ AS DELINEATED BY \ , I ,�' • / / .SEPTIC SYSTEM!LOCATION IS APPROXIMATE PER BSTAIIER'S CARD PERMIT 108 \ .MIA r z4z 'r S*', k / PERFMYED BY MN CAPE SEPTIC. /�BBO' 21.1 �( SAM HAINES OF ENSR �\ 0 j h 1' ? / 235 \`•' TXLAPRIL 1,2006 % /ti/ ,,?,,�G,,,Y,I�R`>'p \�j, BELL ABANDONMENT AND ADDITIONAL SEPTIC INFORMATION PROVIDED BY PLAN ENTITLED: � 25k3 - �G „+,t lkEl+ \\ 271 / \� Al wF A_f z2.3 II o �+ Q / � � d �♦ \ i 2/'/ ( b 23.9 �- 2a,i >n�A,?x 1.9 O \ �4�` / SUBSURFACE SE'IYAf;F DISPOSAL SYSTEM,866 NEST MAIN STREET ROUTE BA W. 21.s x 1.3 I /2e.7 / ANDBARNSTABL&RECORD RD SIGNS)AND OW OF AR STABLE BOARD RD OF W BUHJAIM JODIT.,RS, I ' ! y M1°' e 1 T7RREEEE `-27 / AND M RE'CMD AT LIRE RRW!OF BARNSTABLE BOARD OF HEALTH DEPARTMFl1T. 21.5 �y i ; i B.0 6.9 /PROIECTFD '� 26.9 x27.U/' -'22.2 J-_WF A-4 2.6•I \ 1 7'31T2 \ i /' / t.W WF A-3 /,r ``__ / �I + \ 9M• // 641' II J'28.3 J .FaPt� •+P, 2a.7 -S y - % 24.6x 26.0 J<25. / �,T$� ��Y}.�i � / �/ All• / �JB/ONALE 6.0 ' We, "\\ 253 �., � 4 / 24,4�/ 868 Main Street West Barnstable Massachusetts / / ♦25.4 /� •/♦��V �l�f3� PRSV=FOR \\. \ 100'OFFSET I '4`, 17'i�e" /' Robert 1YYitt,Jr. WEIUND FLAfs Qi /%- x-2E2g / 2 6 / _ 26.ax 27.d /' _ � 25.1 I 26.6 Wetland Permit Plan .i�, /' q 26 a / TP, / Proposed Additions n LEGEND/ABBREVIATIONS 26.4 4 BOXIER NYE ENGINEERING&SURVEYING \ = UTILITY POLE 26.9 a - ELECTRIC METER qs 27 // Registered Professional Fagmeers and Lend Surveyors 812 Main Street,Osterv&,Massachusetts 02655 m = GAS METER a 2s.a 2e.o Phone-(508)428-9131 Fax-(508)428-3750 9 -0"•--0""�- = GAS LINE �� 2], J = BRUSH LINE f0o'OFTSET FRO/A WETLAND FLAo t,HE+ TBM:IP FND 27.a CONTOUR \ EL 29.15'NOVD +I� TES 20 0 20 40 X 100.0 = SPOT GRADE \ `14�,. z7. \ 0 0 = SCALE IN FEET CONCREFE BOUND \4 6t 2z92e.1 � SCALE: 1 EL = ELEVATION 20' N MHB = MA HIGHWAY BOUND s . ; 1 CBE = CENTER BACK EDGE A6. 28.° I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED CB = CONCRETE BOUND T7\f .r APPUCABLE DH - DRILL HOLE \ D�O �i BAR�ABBLLE SHOWN ING HDISR6CT SIDEMNE ANEREON IS IN D SSEETBACK WITH REQUIREMENTS, DATE. 9/02/05 FND - FOUND IS LOCATED IN RELATION TO THE MONUMENTS SHOWN,AND IS NOT .. �dLOCATED WITHIN A WF - WEI AND FLAG ' THIS PLAT IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. o CMP - CORRUGATED METAL PIPE ♦ 9-6-S �•� CPP - CORRUGATED PLASTIC PIPE �/ o RCP = RE-ENFORCED CONCRETE PIPE l0`7 NO. BY DATE REMARKS R F.F.E. = FINISH FLOOR ELEVATION GCB STEREO 'ROFE5SIONAL LAND SURVEYOR- DATE CROWING NUMBER - EDP = EDGE OF PAVEMENT 0: 2005 05-0026 SURV WORKSH 2O05-026 b.dw 01 2005-026 s4 or. L 1 of >EP71C S1SiE�1 I �r e a<s44 . :r R Performed 13: Daniel B. Johnson � n I�toegeo>± ji"ic.; a1 04► 81]01,46y ` ! witnessed By: Jerry Dunning ' ask -s, tpM '�a ! g.. ;a sA, N 20- eem Data: February 9, 2000 Bea G• r,,. I - - il. 1 TY-1 (SL. . 97,81 -R,bW 1.911 t a 0". - 27- A, 1DYR.3/2 .Pine sandy lbam f 4-fptaDiEf a1JgLE�1 -y n G.� Tg j 8A1kA15TABLE ` 27- - 36" Bar, 2.57E/. Silty Clay loam .a.r„neavr 36" - 96" Cl, 2.5Y6/2 Clay loam 96-.-108- C2, 10YR6/4 Medium`sand - - �) n HN a60 a v 39' Observed:E9HwT (7.5YR5/B,`4:IY6/i) _SOS" Observed Groundwater (weeping) __ c >iIA9l[µyff,B16E �IDNe row maT D7CSA j k r. y- u _ 11 + 6Erv�laNS tV-'�'L Y V-1V W"IFH HILT : :[� r`a':± •r" Date: February 9, 2000 d : _ 'ae„O' 8 - �. A J ! Soil Class:.Class I (0.74 G/SF) ,� a >_.,... I'Tl�gyippplpWf�fHEy.�� #T`'^$ •;�st."�,rJ. I %/�� t 1KPerc Rate: < 2 MPI (TP-1) 1 CAaIfA813i1 ' /'r'_ �� J � I -,' - :.:`� _ .. r ,.`. -.FiNIpiE70HIAE�. e• i _: ...-..______ 2PDW 4 Depth oPscmu.g Car Zzim Iowa I I p N S. r'3a140 3 .. 21 Otn _ 17 - I Inv. Out Foundation (existing) 96.5 B" + f S.LB , Inv. In Septic TO:A.. ?6.25 j i.PIDR+dIPUSIVITOHEET :Y SQt1000f6'EIWN Inv. Out Septic Tank 96.00 `AYEB]fOklTj/ 5 10 PER TTII:b. HIGH .. TIQ'DY.rtlEFP-ROLE I it - Inv. In Pump Chamber 95.90 < CHO Inv. Out Pump Chamber 95.65 - I Z Inv. Begin Manifold 99.50 - elo pM1lEM�tP n- e I I .4 Inv. End Manifold 99.65 �WP� W,7}D 1 Inv. Begin of Leaching Field 100.20 A 'N•10 Inv. End of Leaching Field 100.00oft- y �• I f� Bottom of Leaching Field 99.50 d Sr Ddul O �p ESHWT (TP-1) 94.5 LIFT t71UN lD. tYDt1�^ . \ c.'n.3: r:�• ,,,a i - -_._._. _.__.__-_--- _ _-- 0.d1T RKL�T10, 13 9t(IpLf ltY0,8a9I Rrru<E, LBOS1m I OUTA"EFROM MDTOBS Tam it Prf',"•r • rinr ^ ter„.r[ Existing Contour _ _ _ 98 _ _ _ I - -''�(�. Rai . 1 7.ip',t`r /. I i I�i g� r.„ •Er• ,r-er•-r Proposed Contour sr^ � L ` ;.t £�,'. .N11R - L4 w1 ;.s��'✓�/ q3z'.;' ^are 'j I pray.yEBY Test Pit ® I paooa I ?.EU° b Art,nL a ma Da 1 E4AE6mD 1� x�3 d #`rvy 5 a S r �l,f BBu s^e.P uB.• ,�Bn I Le.m tr Finished Floor Elevation FFE II L sr•,A^' i j/ OI I1 nl i F,r u) I rw• aNE•^D° -,-_ -61: I I i I ID'L•rcw+°f" I Basement Floor Elevation BEE I Wf 'E :@. ' Z Ij water Li -w . ' I !w' -. /.r cJ ' �-aEE3/sNr+I)^• N ,l ./a,sE t I I l rs£.,e,.nr ! err. I, j r,.•r, I :e VUMF I (• '--=17 � 7 tbflgCetlWM I I 1 fr',•rNu 6:C+Vwa,15 '0' I r•«,f eL Gi'Cmda2tpNB _ ,a 1 4 Doaee par day;I110 eel lone per Doae1 r rE>-jr {r Qj I ( I I .: '6FYetH OF WlaFR01 - � P fiS. �L'Y -r~" I . .«Ea I I . To[el Prletlon Leee, r - - _ _ .SDw 'r-r r u 4,ED I ••/•vIJ ; I 1 I 5[etic Lpee: 100.20 91.7 8.5' Y._ ____ _.._____- .. P iSao Notuork Loss: 1.31 %2.5- 7.3' LENGTH OPSEIDaRQ UHE W LEAMING FIELD, - �.v - •-.- °i ) I I torte Rein L.- 11' x�.-ti5.�. 1,Bs 1.3, 4110-fA�ON / I 150%2" .6� r1N°L QRODE TO BE STABILIZED FINISHED DRADt 16111PE-,Q Tocat Dynamic eeea- 13.1• at 71.4 GPM - I }•� � v- rrlr,•�• I t l I nfrsaBOwtFIpE � III-. tr'NDn III_ .� Pump bbdal: atic r�. I Hydi Model IOM2 for qu lv Lenl I1/10 , o - : :B 9 6 �N0.DFALIWDISIRBUTQN NN9rE-D 67ONS ,.. PPM&Ulr cor"CALCMAnoNE UNES:3 n ' 1. _ _ DOUBLE HE /\ _✓� '1 -`� ( .~� - Lateralpipe diameter- 1 1/1 , SCH/0 PVC WLx 1E`WxOBN E v' Lateral lase( 10' .. F+-- ---IS WAS n �-�-� � ...-...-- ,� ! 2, Drill a/l a"dlemer er hula t CM LEAO@rO FIELD DaffNSX N6 .0 3/P'11/t' Blfj rsh. ^Iy y,uc s ea a and D[ each letervel, - - - - t� through the cap, near the croon o[the lateral.for eating. ACTWLNO: b T 110 6 YVAy'/ iJfAppNQ k$LD 7ITMEET �;x�--- ...--�• E DISIRIBUTIW ONES TO.. W OQ u'o.aw frr( �JDaar rMLFP 3. Perforation diameter for each lateral shall be S/IB" - -__-_ DIET „' "Ara"' a QEI 110. Iy�IiB OR ;:�y F_ov'""�Lrr _ - 1. A elnQla line of oelflwa of Ca-Illy places at a o'clock and 3 e'clbck, every 3 fast.1-9 such lateral. Portoretlon hulas.shell to etappere0 �D.17E 6 be latarale so ae to if.on the vecticlu or awai:rera tHenglea. - ` A N 57-�EE ; 1 All construction metlLod9;shall eoeform to the 21e1e V (310 Ilf WED /h I 5. Perforation Dlacharee R.I. rm: 0- 11.79 z d2%hd1/2 011i.,15) and the Barnstable ISoard;df Health RepV let ions.. 1 0- 11.39--z (.]13)2 x 12.51L/2 - 1.63 2. Th [0'at0 no-kh;W public wella'xittiinL 0. '.2iet E,L1 Co.'!LE o� 5EPr11- of tho proposed leacr sg area a•.L n5 SMa..,« Lateral Discharge R ILDPI b 0 X N a 3� #kienQ xl ecptac^tank.`to.be LDR- I.B3 qI>.X 13-23.8 Opm mped pu ;and rem_oded prlor'to insta he lling t _nev Septic tank. Total Discharge Rate =111 LDR X L / /! _-90•-" --� I 1 Of Chaagoard o to be haste in a desield ngirlslt-the appsdval _ I � I of tho Board of Health and ens design engineer. 1 !y9•t,a 0o!v TDR-23.8 gFn X 3-T1.1 gLw - "1VyJ,•(,) (fir.a.. NolCi f�D°S d Io:cJ Where: 0 -Psrforetlon Discharge g ___ ___.I � � roe mesa Igpm) I '• Piro iNl leaching field 1s not designed tot use with .co>o P,rf ref no 1fD \ I d -DLemeter or Parr...It-Mole Ilnchea) Qr1^ g0 tlllposal. Lf.cwuNt Fie, i3 So hd -Minimum Olatal Prsaeure (ft) _ �.` of fo(BFYN) AB r f,5w a o.5 k �--- LDN -Lateral Discharge'Rasa (arm) i 6, :04 castor to notify Dig.Safe 72 hunts prior to N -Total of hargeretlona pot Leeanl eohDFrvctlon. tR00Y 3a4-7233. TOR -Total Discharge Re to Igpml - "'� -- F•EPIa CE L -Nub.1 of Laterals 7. Property lltia,lntortsatieo taken -jj;s Da". bal �� ]t,•.,^-•„ir°.o 6. Meal veld D1am.ter -a^ IW+I.eluoe rrom Table 21 page $ib aiM.from pIan" land -Meet 6itT'ia�oblQ lu['by z �I Meal role Length- 13 Edgar i Adlar'[ram Mllitneg B Baelbtt A4wRl tebts a'Lt;t "- B• Nenl fold should be.oped Ie- .0061 nscY tine a the rm eamaln, . Engie6ersr BYa¢Rla ,det[ed 1htC>> 18ti1 tn�loot tole e I te rrs=eaenPMM a ru f\-•.ac ILA\` S.6S 'I B, and.Vert Call y's3urotladK £L:,^5(rr.,/ CAL4C„ DLpSIOwg1SFw �IEYhEI!'; l01t i 955 for, 1 SCa[ionn of C1Jlll a�irt �p f6 �41M IQ@f# Ys r 4 Bedroolcs _(Exieting) -.,e. Lilt, rM1�1lit.T10 a''c "+rt^ a a,-E:of ua 9S^'•L a.lafa I 110-GPD/Bedroom X 4 Bedrooms - 440 GPD „y nE^BB+„E Percolation Rate - < 2 MPI (TP-11 nr Ei� SL 6+--a I ! Soil-,Ckasa C"CLae6 I (0,14 G/SF) ' /SDO BALL BN JeN V/f•V Faa I aa[[ !• �� '� V .•''I $Crr/C PAN,( /DdD trA[LBN LoLIP,oN Or RJ68FR IPFGVpB6D LS>\CHlaTO'JlpjA; 341 �Y a4.60, (P a� Puns CNAn dER :r - - I mlofr+w 0/rtT;(16i^ fA.tD7F EDa f,Nb nC^de•NE. 5T.5' I Leaching Pieldr 40 L;x 15'W x 0.5'H' - •''UU �. I I ,' Bot >Afeat 600 BP X G SF L4g_StY2 re ----•-------•----- IV, _ , I T etl� _ G.74 / 1 'D66 D p�inp:Capacity: Orf° °r9a !:,> ,:v ;,'"i''�3<^le.,n,:•tu+�'., - • 85.f;. II', ru:.orr.,n•e r,wr vvs"r r,r,m er ua r,rui.n,vri.p- '• { •" ". } f" / O 5 m� � W Q f Ct 4 o N 2X2 WD.POSTS @3'O.C. ,; ,6 IA 4J ORANGE PLASTIC LIMIT OF � CONSTRUCTION FENCINGyL —HAY BALE CB DN FND y FILTER CLOTH € EMBEDDED MIN.8" 4 o,:' ! q� 2X2 WD.POSTS @ 3'O.C. 6 w RECTION O: OW�—� Q tONi� J i NIF ;'z 6L'/ 2a NAREN lsoum O da?:' ✓i Ha Bale/Silt Fence „� N ;= &2 3 L — 6 � N ,py � o � B is N* (f) y = SP Pp� J JOM P.JACOBBON,Ef U1L BORDERING GEFATED WETLAN 0 iNEATED BY aN4 /� V 6 tay � VJF B- ��Sb%., � 9AM NES DF ENBR d,,..,.�.,,.._........_--e...,-,,,,,� V N` ON RIL 1, O co `'v WF B-,� 1r— d WF WF B-12 � Y % +A'ya -' ;lug ^yt ^� PLAN BOON 161 PAGE 21 FT. ' L=B B.T4'�„�«� INV.=2A 1' 1.DBl ACAE6 Ae' i Ag AiL EOP �J•� ,i ORDERINGVEGETATEO WETIANO � \ A DELINEATED BV �'s jp2• / \/ . y APRIL 1.2006 I � WFM 'Y1 i wF Aa cu 4 00 CD N O v _. 10B'OFFBET FROM jr' INV.=28.IT ' E 1 1 1 ��t P ��( W 'WETLAND FLAG J %: 2B �P Imo; .,2B G .. 06 m INV.=27.1 B (CDL N O C y ♦` o Z w � TBM:IP FM -E EL 2B.,6'NGVD SHEET 4/6/2006 G-001 RUC FOE R 7 �'�7 L ✓ ' }� 40 � SITE PLAN �� m f VD Upp4 a cm o O 4D ® 4� i. 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I I II Os 3 Z II I c I Zm y o O o (` U ti;nM a w My % Mly a4 I I 3 0� 'p -1 \;MnMnt M't4 M,M �,�h„Ml Mn tni M w ilwy 0(n';wlw M wu w.Na Iw'�'w *d y°n\ tlM rtl k �.p�"�n tPn '^``�nln'w �'"54iw"^n,MBhM r y"Y""n N4�� ;, O M, I"^ M, ^n M h 4�Yy �d M y II GYM•4qY I M I I I i G I Z i I i i m �' i EC IC RAm.HEAT I D w " "M+,ly"'k'<TyMMallllllll�li^I�'0, w ''M'wIII�Ijl+n^Illilli?Iw!II IIIIIrYy�l�'"I 411�bi1°^iitx�ix�;,wl�i4"'Nti^'"'.i�'�IgM'ill'°uF �n �' 0z � apM'Jw'4M\W wl'4M4 h54 'c ,;+yy�i' `tNa'4M W kiyh5'�5^t 4M;N 'M M� NhM�4�wy ^'�w. en m t u ti M„ 'M �Ma itMt �u,"�, M'4 wiln'aMa 'xu' O Z m T IM 0 m m T ji o , v •� io m T O 4'• c,D 4 4 ; •• m � Q L O D c D p D � co CID Q D `° o J 4 4 V O4 0 d " v E w D 4 06 co m o O 4 O 4 a v O in N Oa a Q 10 w d O 4 w m IL Z O 9 O Of Q 0 0 'r 4 0 0 SHEET D 4 4 p'`(j p 4 ° 4/6/2006 D101 PERMI SET, EXIST./DEMO PLANS I o� m�0 f0 � F O The following list outlines the finishes,structures,materials,and equipment suggested for Flashing: Aluminum metal flashing,fabric flashing, Interior wall and ceiling finish: 1/2"gyp.bd.at walls;518"gyp.bd.at ° �c use in this project. Certain items have been discussed,and others are selected items and membrane flashing ceilings(fire code'C'at garage;Dura-rock § v that we suggest. Please contact us to discuss any items that you would like to change or at wet locations)with metal comer and stop clarify. Please refer to the General notes for additional specifications. Gutters and downspouts: White aluminum square gutters and beads. Painted satin white >rD AR 5� Cy1j. PROJECT: A Renovation and Addition to the downspouts to match existing Bookcases: 3/8"edge banded plywood or MDF board, �� OBE " Truitt Residence Insulation: Thermal insulation,foil backed fiberglass painted white enamel,in egg crate pattern. 866 Main Street batts:floors/walls @ R-19;roof/ceiling @ 0 West Barnstable,MA 02660 R-30;1"R-6 rigid insulation under Vanities and drawer units: White lacquer exterior at master bath and 0 perimeter of concrete slab and at dressing room;all interiors white melamine ' ITEMS IN CONTRACT: As listed below foundation walls. Sound insulation to finish;flush overlay construction;with �N"G. k"a surround bathrooms and in walls to finished concrete counter and tub deck. �'02 Gi';U1A Driveway: White stone to match existing separate bedrooms from adjacent spaces. F Q y Painting: Primer base and two coat finish � T/1 of A��,5 Footings: Concrete,reinforced Ref:drawings Skylights: Aluminum frame,white,with 1"insulated m clear glass;operable. Bath accessories: Selected by Architect;polished chrome and N Foundation: Concrete or CMU foundation walls, clear acrylic,by allowance. N reinforced,concrete should be stamped to Windows: White Aluminum Clad wood windows with j o appear like CMU or Brick. CMU and 1"insulated SDL glass,casement,and Window shading devices: By Owner "— ,c y concrete foundations,and existing CMU awning. Wood windows on south elevation `C o m foundations should be painted:White of garage only. Ref:window schedule Mechanical: Zoned systems:floor mounted radiant opaque masonry paint above grade only. electric heaters in bedrooms,wall mounted @ cn Fixed glazing: 1"insulated clear glass direct set aluminum forced air radiant electric heater in garage. 4Xi m Slabs: 4"concrete on 4"min.gravel fill with 6MM clad wood windows. iAJ Q vapor barrier on compacted fill. Plumbing: Connect to existing water,sewer.Electric E Exterior hinged doors: Solid wood 2 1/4"thick,painted white with water heaters to upstairs guest bathroom. Masonry veneer: Brick veneer at chimneys:Glen Gary 53- hardi board and batten siding on the i m 3 DID sand mould brick.Common Bond, exterior.Aluminum clad wood doors with 1" Bath&powder room fixtures: Kohler fittings,polished chrome;on Kohler N Ln Weathered Mad gray mortar joints(color insulated SDL glass. fixtures,white. Todo toilet in M.Bath. �j N sample to be submitted for approval). o Interior doors,hinged and sliding: solid wood 6 panel 1 3/4"thick;wood all Electrical: Connect to existing electric Structural framing: 2x6 wood studs @ 16"o.c.for exterior painted white;paneled to match existing. J walls with 1/2"ext.plywood sheathing;2x4 Outdoor lighting: Wall mounted onion lights to match wood studs @ 16"o.c.for interior walls and Garage Doors Solid Wood and Glass Garage Doors,by existing. O exterior walls adjacent to existing ext.walls; Overhead Door Co.Phantom Garage Door wood truss joists @ 16"o.c.for floors; opener by same. Painted Essex Green. Interior lighting: Recessed down lights and wall washers by �(CS wood rafters for attic and roofs with 5/8" Shop Drawings Required. Lightolier,wall washers at vaulted ceilings ext.plywood sheathing. r�L Shower doors: Frameless clear glass with polished Exterior wall finish: Cedar Shingles to match existing,and chrome hardware,by CL Laurence ref: Hardi panel,and trim board and batten hardware list. ITEMS NOT IN CONTRACT: As listed below. (N.I.C.) siding where noted. 1x6 Hardi trim boards on the comers,All Hardi Bd.siding to be Door&Cabinet hardware: Baldwin interior door hardware ref: Audio/visual,security,intercom: Consultants to be selected and hired by preprimed,and then field painted w/two hardware schedule. owner as separate contract. Systems to be coats of white exterior latex paint. reviewed by Architect for visual design Roof: Asphalt shingles to match the existing. Exterior terraces: 3/4" Bluestone Slate,natural cleft,random conformance. pattern,on 3!4"setting bed. Cedar shingles to match the existing. ashlar p Furnishings and carpet: By owner Cedar breather layer under all Cedar Interior floor finish: White semi-opaque stained reclaimed large shingle roofs.Wood cupola painted white wooden boards,size and orientation to Landscaping: By owner to match existing. match kitchen. O CU CID n U C N h-- U p � (A 06 E m C (6 Cn Q rn CU Z L— aa � o SHEET 4/6/2006 A-003 P E R M I T S E T 1`40-1- F 0' R. C 0 iw,-5 T R UK.',T I N M terials and Specificatio O_ m � lu- N DOOR SCHEDULE o ROOM#1021 DIMENSIONSDOOR DETAILS ID NO ELEVATION DIMENSIONS MAT. HEAD JAMB SILL REMARKS SPECIFICATION to_ W. HT. I TK. MAT. FIN. GLAZ HW. HEAD JAMB SILL REMARKS A 13 ®y 2'-0'X4'-0" ALUM.CLA Pa#;A,wroa sense;Gad C—ani - s�1 boGAs . {jl 1 2 3 axan:s mw"me oMeee um cs.ow w mow�e�moe D A A-401 A-401 A-401 W.Approved Men:Kam a Kama.Mahn,a MA REM— A-401 Rc/Y/ s�eMiBld TO MATC In. BE ' ❑ 2'-0 X 2'-0" AL M.C D 3 ': """'a - �'-0" PAHIEp X K K T 1 2 simWama orvieae m A-401 A-401 A-401 .Appraved Men:Kam a Kome,Marvin,a uA1EH weemereniea ROOM#loll DIMENSIONS DOOR - DETAILS O.3 C 2 ® 2'-0"X 3'-0" ALUM.CLAD Pa#;Aminroa sM;ea;sad Daabia Hung E AnchnasSM#mdDwmedu# I HT. TIC MAT. FIN. H H J B LD a wo ar4TEo N DRIA A-401 A-401 .AppN man:Kamaxotia. Mn,a Waath tdd 002 3'-0" $' 2 4 WD P D7 -9 -9" AL .C s'-0" 91A-na1 IWA-401 11/A401Pei#;121;S.Baum:Ged AUM 2 3 m1z+;sima#rod Diwbod um �A-401 0 9/As01 +vAbo1 wwbo+ r' } � A-4D1 App-Men:Kam a Kama,Marvin,& WOeOmrelImld F 2 2'� X2'-8" ALUM. D Pm#:aarma3enee:C#dAwnmemea9; ROOM#10 MENSIONS DOOR DETAILS a 1 2 3 S aMla#d D dad uro CV D W. HT. FIN. G W. HEAD JAMB BILL REMARKS �� A-401 A-401 A-401 .Approved wea���,Mann,a T-0" e/Ae H io/A�a� wA�401 j E6 G 3 MATCH EXIST LX A'M;SIMWa#d DlNdetl LI#;C""' •�' M N 2 M,men Peaa n,ro='Weal vemn m ROOM#201 ENSIONS DOOR DETAILS I� A-401 A-401 A-401 _,V�w� e�,Mu,Nn,a to W. HT. T MAT. FIN. G W. HEAD JAMB 3LL REMARKS h O Petro;Deemer Senm;baenor Cro oaa 6$ NO GaH1AJ0] a-GAJOt VAIO2 H -8" 7'-10" ALUM.C D e - 5 AiD1 (7` Femme 6'$" NO G9HIAJ02 89GAJOt VA-102 PaNEla iO �H eruST.,M., , , I O A-401 W.Appraved Men:Win,a Kohn,Mervin,a 6'$" ND G9HIAJSR 89GAJ02 A-401 A-481 WaaMm ieAd J 1 a '-8"X 4'-7" ALUM.CLAD e e: pre,e eon Notes:WINDOWS - Notes:DOORS �- m 40 A1 5 4 7 1.All Exterior Clad to be prefinished White. 1.All interior doors to be solid wood panelled to match existing a 3 A-401 A1Gi A-401 Approved Man:Kam a Kama,MaMn,a Gm waameralneM 2.AJI Interior Wood Clad windows to be pre-primed. 2.Provide screens for all operable exterior doors. N K 1 1'-g'X 6'-8" ALUM.CLAD Palk ARN#a Was;C#d Doubro Hang 3.AJI Glass to be 1"insulated. 3.Contractor to verify field dimensions for doors prior to ordering n t 4A vi 6 W117r;Smu#rod Wiled Lm v N e1 1 2 3 4.Provide Screens for all operable windows. 4.Doors sizes shown are nominal sizes,contractor to verify with manufacturer prior to ordering A-401 A-401 A-401 Approved Man:Kama Kome,Mervin,a 5.All hardware to be White. 5.Shop drawings required for Garage doors prior to fabrication and installation. p weemarenimd 6.Wood Exterior Double Hung window to have pre-primed exterior. 6.Alt.to door 106/001: Owner to choose reclaimed door pdor to framing. + N 7.Contractor to verify sizes and rough opening sizes prior to framing. 8.Sizes shown are nominal sizes only,contractor to verify manufacturer's actual size prior to ordering. .J O C` HARDWARE SCHEDULE .............. ................ .... .......... . ...._....... ....... ........ . .. . ....... Type Specification P1Passage Set No Lock: _...-.._.____.____.__. .__.__.__._. ._..._..- __ .._...�._._ .-_.._..__..__..._..._..__....__......._....._._. PLUMBING FITTING SCHEDULE.,,, _...._._ ,. P2 Passage Set,Privacy Lock Type Specification I Room# . .. .- _ ....... ............................. ...- .. ........ .. .. ... Type Specification Room# Steam Shower Mr.Steam Steam Shower:MS300 with Tempo Plus Digital 103 P3 Passage Set,Key Lock Master Bath Lav Kohler Camber overmount lav,K-2349 14"Diameter White 103 Control. All fittings to be polished Chrome. Knob Master Bath Tub Kohler Sunward K1163 5'Acrylic Bath White 103 Electric Hot Water Plumber to size appropriate tank size 202 P4 Passage Set,Key Lock Toilet Toto;Aquia Dual Flush Toilet;CST414M,Soft close seat and lid, 103/202 Heater Knob&Bolt SS204 in White. Electric Baseboard Match existing electric baseboard heaters,HVAC contractor to 102 SL1 Exterior Sliding Interior Guest Bath Lav Prefabricated sink cab.combo. Paintable wood 202 Heater size appropriately Door,privacy latch Guest Bath Kohler Dynametric 55 Bath Right hand drain.K-515 in white 202 Electric Heat Pump HVAC contractor to size appropriately 201 E1 Exterior Door Set,Key Tub/Shower I I and AC Lock Knob&Bolt,Front Garage Door Phantom Garage Door opener by:Overhead Door Co. 105 Door Opener E2 Exterior Door Set,Key Fireplace Heat&Glo:Exclaim-36;36"metal fireplace,w/chain curtain 102 Lock Knob&Bolt S1 Frameless Glass Shower C1 Typical Bath Lay.Cabinet ao �Tvpe IGHTING FIXTURE SCHEDULE...., PLUMBING RE -___ _..__......._,._. .,, _ _._ .. .._.. .. _ .�"., m B1 Bathroom Accessories ... ..... .... .. . ....... ... .., .... C N ---- --- Specification - - —_____..�__. _ _---__. --- __Q_. ._. Type Specification Room# �+ Al Recessed Downlight Ceiling Fixture: Lightolier Calculite 13 Lavatory Faucet 103 V g Evolution Incandescent Adjustable Accent: C6P30ABKW& Master Bath t✓ V C6AIC•75W PAR30 Lamp Tub Faucet Master 103 Q B U) B4 Recessed Downlight Wet Rated:Lightolier Lytecaster Recessed 2 Bath m Downli ht: 117SH&11001C•40W A19 Lam Shower Faucet 103 0 to C h o H F1 Surface Mounted 2x4 Flouresrent Fixture:Lightolier JS Series 4 Master Bat to (10 Wide.JSB43212004GLR Lavatory Faucet 202 N i� O Owner supplied surface mounted dome light;Contractor to 1 Guest Bath � +N., 79 supply rough-in and J-box for surface mounted light Tub/Shower Faucet 202 W cn S1 Wall Mounted Sconce: Owner to select 2 1 Guest Bath r _J S3 Wall Mounted Exterior Sconce: Onion Light to match existin 5 w m ( 3 3Z D SHEET 4/6/2006 A-004 PERMI na SET, NOT F� n� I S"tl TK U C 1' N Lists and Schedules �N, � oLIMIT OF � TRUCTION NgygALE g a I FENCE I I % o m o oz - - Iz - is W C A 6 — —— — — - ———————— — _ ., < `• 1 •Z•I DrTr1I O 1 F1 i � {:..j .::: :.�.:: ::.: 1 - II I l7 D rail \ 777 m n. ; m Zw r— e I 0 I o m `� � _ —yip ` - D Z X10 J rn D s, OKCASE _ - m m ------------ I � � Nma 4,j y �r CD N N-�k' 1 �� ry x N _ - -- GZj ) I v$ I I < ',x'� 8• �) .'�i o I m �p �Z y d- 3 _ 7C \ I I Z p jl I < g Q / I v - - _ i Ii I 9 I�_ L —� co ------------- -------------------------------------T- --- - - l ^ C J I 3 I`I I I I v1, � I � I z I I 1 I - "� I I m Ag I ion m m x -- I $ 1 9 I � I 1 / m c a $g n M Z g I. mm� a I 3 I C x z ------------------------------------------ ---- ------------- -- ---------- G) Z b I � 00 _ -------- , ----- ..—� 10 O I l7= I I r— -------li i ilO- , ,I a�3 I -n o C ^T I Z I I I i I. 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TO MATCH EXIST. w CHIMNEY cn T..SIDING Bp a' WD.BEAM TO MATCH EXIST. LE SIDING ALUM.CLAD WD.WINDOW SLOPE ,, _ � _ r. -� � -. � . . -�` CEDAR SHINGLE SIDING ILM INN ... WINDOW met- ..Ts. E ASPHALT SHR IGLE ROOF _ ORNER BD. - CEDARS INGLE SIDING - WD DOOR I IXED GLASS g — " 9P 01 1 �� LOWER BOX DATION ONION LIGH ED,PAINTED TO MATCH E XISTI 4G N Ln NO �' E�i F I��• A� V � North Elevation House A 114"= T-0' �[ NEW BRICK CHIMNEY(NATURAL) NEW CUPOLA TO MATCH EXIST.(WHITE) CEDAR SHINGLE ROOF TO MATCH EXISTING •L TRELL S PA SYNTHETIC TRIM BD.(WHITE) Q (WHITE) t SYNTH.TRIM BD.(WHITE) 4- ((0 N ® CD r-® "' WD.DOUBLE HUNG WINDOW(WHIT C N❑LJ❑❑ LIGHT .� c z 1 ,. S CEDAR SHINGLE SIDING(NATURAL) < �� TCH EXIST �' ui ONION LIGHT TO MATCH EXIST. Qj Y 7 WD SHUTTER TO MATCH Q .e ".LTT- - HOUSE GREEN _ .. - - -- t ,� '• WD.FLOWER BOX TO MATCH EXIST. E T W 'Q^ VJ ����(( U �{/ W 11! SOON ��IPl'Apjr s 1 plmm�F/' I -F-1011mg-Orm PONN 0 F. MIA i i i I WA PIA WIZZA010001A WIN q,WIZA01A W VE 00111A c L w (D L t0 �i Z 0 co South Elevation House a aSHEET Ei114"= 1'-0" 4/6/2006 A-201 Y`va 11 'rvn-xV,�res =eow ° d�t( ._..yK '9 y + I I, orth&South Elevation %ws , F "� � m m f0 w p ' SEAL 0 A of E F - WRIA ~ BRICK CHIMNEY AL NEW CLAD WINDOW - - - 'r!� 11� -11141111 Y' cAr ASPHALT SHINGLE ROOF - NEW CLAD WINDOW ADDITION SYNTH.WINDOW TRIM—, CEDAR SHINGLE SIDING m N WOOD TRELLIS ALUM.CLAD WD.WINDOW NO ,. SYNTH.CORNER BD. m , Q o @) 4� In m CONC_FOUND.BLOCK l L C ; . I' �� r ,� T. .e L t .:L N n N FORMED,PAINTED N o DDITION EXISTING DOOR - ��II ��i �.- -.� 4-1 r West Elevation House A 1/ = r-D" s PEAK CENTERED OVER WINDOW :I NEW CLAD WINDOW BRICK CHIMNEY a � EXIST_CLIPO ADDITION Q _ ASPHALT SHINGLE ROOF - SYNTH.BD.TRIM SYNTH.BD TRIM cu C PT TRELLIS CEDAR SHINGLE SIDINGcu � N ALUM.CLAD WD.WINDOW �- r ' - y t ' ..L. . . , ,.L�. a WD.EXI FLOWER BOX TO MATCH W Qj CONC.. . .. ` C ...�. BLOCKE FORMED,PAINTED E06 cc Q� D OVA lag t' 06a n c B East Elevation House cc w N L W t0 Q 0 SHEET 4/6/2006 A-202 m7 � 5 y�� flSt West EIBV8f10n4I q N )C e � tiu . 3d 0 6 m�e � f a 4A Q fV B a SEAL NEW CUPOLA TO MATCH EXIST. (WHITE) - ® . SYNTH WINDOW TRIM Ft . (WHITE) \ E�T 12 ALUM CLAD 3�2 �B WINDOW(WHITE) P r S' CEDAR SHINGLE SIDING(NATURAL) ti. PT.WD.TRELLIS �, . .. (WHITE) SYNTH.TRIM BD12 " q� .➢ J ( (WHITE) 4 E ;5, ONION LIGHT TO MATCH EXIST. : - . 2NDF-. SYNTH TRIM BD c� 3{�?11 (WHITE) - I J v � x:L..pall a r- BD.AND BATTEN DOOR(A WD.PLANTERTER •r— (f ; BOX TO MATCH � y EXIST.(WHITE) {u I I§�, a I h� k CONC.FOUND. X m �' {j w� Ji r fl'u BLOCK FORMED,PAINTED(WHITE) 1 W Q a ,I s 1 uta J„X JF);A ui REPLACE EXIST.WD.DECK. - � E m GARA � — m �QI mix N � N N N O CQ West Elevation Garage NEW CUPOLA TO MATCH EXIST.(WHITE) 12,3 12 a 9 SLOPED BD.TO MATCH EXIST.MAIN HOU 5E ALUM.CLAD WD WINDOW(WHITE) ® - = SYNTH.TRIM (WHITE) CEDAR SHINGLE T: SIDING(NATURAL) r T 12 F - 2ND FIN.FL.8'-11 3/8" (WHITE) ONION LIGHT TO MAI CH IST. L PLANTER BOX'TO" ❑❑❑ ❑ ❑❑❑ ❑❑❑ S H.TRIM BD. (--- MATCH EXIST:? ❑❑❑ ❑ x ❑❑❑ ❑❑❑ ITE) WD.GARAGE DO . (WHITE) .i a ip (WHITE) cu CONIC. OUNDATION � co cu BLOC FORMED,PAINTE (W ITE) )✓ N �Icu� C V U � c L O 0 9 «r � cc co U W 3 East Elevation Garage 0 Of � w 2 ZLu w N L a z cp a Q o SHEET 4/6/2006 A-203 PERMIT n /W Elevation Garage 0 m s E O w p a < N a �D ARctii BEgT 30 c i n TILE STEAM SHOWER .. I CORIAN CEILING STEAM SHOWER ONLY lcY - SKYLIGHT:FLASH T -0 Ft "'� PER MAN.INSTRUCTI ij ®® ® m ALUM. I' CLAD WD. I ® N Q� Q E FIXED GLASS ^w�N°'il" � � a r— N GWB.PAINTED .iw; - ou EI� t U1 ALUM.CLAD WD.WINDOW ! ROU F 4• - FM !, X IMANTEL OOM li N m WD BUR;. TUB AREA E S1 LINED �Q +, m E IRBOX a p) N 3 NEWO OR c N cQ � 11i!: ( Ilion III �� v i' 'kl� '� A� �k .. �' mp/aa �'' dw' "� ! N „ I ,I IN a N• r "I U. '�A I , � e ! ' n�Na�"m ��:r•��' ,i.�3�^"',���I I�'' ' ^'r I y°°I �. 4� I ;� �' i� �, ada y'� "'''�'� I `•�'� ' 'ydI „'I� !I) �I�,oa"..' � ,�..�bYa � � k ;y°y, •:L lr�ll ICI' u� � '* a � 'Fm alp y' 4:W'r'" i ••' 4 0 ! I�W�� �' �.^� � ". ! tl' �r :�.� ��'�y� ^�i. w j"�,�jun. �r I',�� �-. +i r� �� � :s- ��„d �. y�N "11 y�u'�' ��:��� �.. �i'� � ia�r6'�,�rl •q'�" �., *,� :; �*h r' r +w�", '.4 .. a�+ n,'��W m '`T r'. .•:�: .,: >> .:a.rn��t d ila +. ;r .:-;M� 'w'�' A �,'�.,m�a".:m,#" ti �� nl;��',v1J �.a -.:� ,r e:�r'�u, ��b �,3"�"3. ' i 4 _ -0 A-A Building Section NEW CUPOLA TO MATCH EXIST. (WHITE) 12 12 WD.GUARDRAIL 1241- L 4,u ..y "z. °t � �T TO MATCH EXIST. co I.A,dl r° "� ( rvT��T d I.Y�,, 8 1 3/8" ,�„+ 1D cn r. pia a ,k" �rT i,.: tII4IVCt(„ e- WD.HANDRAIL C 0 C fivp Q a m L � U) c r°rc rc*r! 14111d: 06 m o' .0 ! IS CID 3: 14 o m N � � 3 z coaa0 0 .:.,-.. .. ... .: .. ...... .. SHEET B-B STAIR SECTION 4/6/2006 ,'-O" A-204 PERMIT NSET 'MO%JT FOR T 1-4%� T1 Sections DAf IN51LAION m a to CEVAR 511NYLE VENTILLATION ME5H,CEVAR ROOF MY. f —FOAM AR CHANNEL a < N �0#ROOFING FELT CEVAR SHINE ROOF B ALL 51 EEf ELEVA110NI5 ASFHALr 51NOLE ROOF&I,OIM5 5/8"EXT".FLY.f 3 mwe'AFLASHING -30 �ARC 1/2"GWD.PaNrEn � � RT .•. � "' SYNfH,FPCIADI7. � OS� {-��r1 1 TO MATCH EXISTING VAPCk'DAMIeLl Q` 1 WN TE PLUM.GUTTER TO MATCH EA51. 1 NEW PRAMING RXEV fOO.V 2 cn ROOF RAPIER REF:5TRX-r .O.PLATE B-31IB" DLOCKING IF NEC. RIA .W I ERFORATEV 5".50FFIf W. $ r Zx6 DLOOGNG CONY. T.O. .B'-10 5/8 - DAf INSILAiION _Cap WATER 511PFLY LINE SYNTH.WINNOW FEPY!TRIM DV. 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FINISH SCREWS 1/2"GWD.PA1NT19 5 Tym Board and Bat Siding 5/8"VIA X 8"DOLE at 4'U.C. a PAR 5HIN1Cd,E 51VINIG L CONC.S.O.G.REF:Sfimf. DUILVING WRAP 1/a• 5.112" Exr,CEVAR SHINLE 5IVIN6 FOAM WALL 11, 1/2"EXT.FLY, DUUVNG WW CIO 1 Q w-A- SVNM.TpM DV. j 1 16 1/2"EXT.R.Y. ap [WICK OR DLOCK%AMPEV � � 5/4 X 6 5111\0.CORNER DV. i-+ t0 CONC.WAIL PAJNTEV 1/2"Exf.FLY ` CO Cu STEEL WWF REF:5MZf. .O.SLAB-1' pI11LVINIG V&AP I"RIGIn IN5.PERIMETER ONLY. 4-0 D OVULAP PVT DE PLACEn 114" 5 Q iw a- GRAVEL SYNTH.PANEI.5111 t ON NORM,OR SOUTH ELEV�ONLY L. COK POUNVA11ON VAMP PROOFI I ou �' UINPER LA Dn.ON EA?r ANV We'f ELEV.ON.Y DAT INS. P:. .:. : ... _... E CIO VAPOR DAMER k ;. 2X6 FRAMING TYP. .. 1/2"'PLPOCK z, -'., DAf.IN5U.. �+ m #4 REDAR a 24"OC. 111.E SErfING Oft? a�0i L n VAPOR DAMER C X STONE`♦TOWER TILE N (2)#4 REDAR CONr. �°' w Sr04JE PATIO FLOLT2 �`* `# c cc 1/ EXr.PLY L) Z CEVAR 5IINGI.E 9I12IN6 w N L CO . OUIILVINIG WRAP i Q Q 0lr� o M. Bath Terrace Ede SHEET s TYP. EXT. 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DIAIDINGWPu1n �.. oar. 1MNDOW CLOCKING + VG'G[eeEP.'rrt'.:er ,I 2X PP.AMING TW I/2"W.PLY. '' COW SEALANT AND CALKER ROD \ COW,CAILKIN6, 1 mkaw,xem A,Mr9,AD WNDOW \ F Ip" HEAPER REF:5TRUCf. .. A vwrxuAswx 1111DUILIDINGVJRAP - ''" 1` /21,EXI.PLY. P�xxwe vrnreava \\ \\ �' 5/41,lRIM DD. rH 0 4s�ix.lomw 55,PLASHING. VAPOR DPKRIER 5/ V A >r m sLrPirun. I—I 5YN41.PANEL 51DING \ \ t . N ss.P Wl W/mrWX CONT.DACKER ROD AND 5EALPNf /2"GNU.PAINTED \ \ N inn'-W.,m £', IX TRIM PP.WDM fO MKL'i \ \ 5/4"TRIM DI7. xuM.amWNVm ALIJM,(IV WINDOW- OPPO:zIiE JAMD Q 1 \ WEA'TFER SiKHP'PING > o ixgM Tm PANIen IX'AV,1RIM� _ ,;;, 5TONEJN3 IeARIN DELOW 1: I REP:ELEVATION �~ N cm m I 1 1 N�G�ROIL GARAGE 120C12 � u VAPOR CARRIER c" — a Mwvailw�r o ___-r I .' 11 II RDLL DOOR fFACK q) 5/9uMo.rr•W�en' I I 5/H"(nWD,PAINTED ;- I m ai�wuzrm. - .'„a a' N tti 3 Gara a Window Head Fixed Glass Head Fixed GlassJamb (a- Chim Gara a Door Head � a o � 3" = 1,_p. 4 3" - 1-0" 7 3" = P_0" 9 3" = 1'-0. n E M 3 N � � � N N o $ N V ' � IX4W MM WO ALUM,CLAP WINDOW DAT INS. J � SHIM TO 5QUAM I/2"EI'l EiR� nuM.annwwaw I/2"GW3 PPoNTED � 0 5/1'iMJM.rAM w. ,1 yl LONT. PLANf DWLDIN VAPOR CARRIER CANT.SEALPNI"AND PACKER EXT.SIDING Rexelk.wAEsnR it m PLEXIDLE MEMDRPNE PLASHING DULDING Ni2AP Wrrt+eur e„mnw � �j - ,� DIIIIDING MAP uinniw ven � - CONf CNLKING I"5YNTH.vim UP. CLAD DIRECT�r LLA n eorKvwte�- IX WD�fPM M. 5iIM f0 PLU I/2"EXf.PLY rovznr�te ( M' S/4"TRIM DD, .o wi4 ml 2X 5TRLCTURE REP:PLAN 2X4 PRAMING f0 MATCH EXIFLEYJPLE MEMPM PLASHINGXWv fGNU.PAINT 5/4"TRIMX. vwcr�na N•EATHER STF7PPING 5.5.PLASHING W/DRIP EDIk VAPOR DPRRIM yr au,PNPnrn ,� (, SHIM fO 5QUAT DATINS. ME!ELEVAO�POOR I/2"DIPOrK ALUM.CLAD WINDOW 5Ef11N6 PEP 5119Z 54(AWR TILES T Window Jam Fixed Glass Head/Sill Fixed GlassJamb Gara a Door Jamb L F M9.a+mcxn I I I • cu N ramiwarce—y,.,l I .� co wnvow,okr Ix1 YA.1BM P/:MED CDA' 04 PaxACTvw . wuLnnora 1 rJ W00D PL0l.7z r0 MATCH KIfCNEN U < c) MAIM,anv w�wov i WALL DEN ND ALUM.CLAD WNDOW REP:P Q N z/4sruM.mMcro. 5HIM fO SQUARE L .� O N47. RAGE DOOR LAN rn 4"t&G PLY.GI•IJtiD AND:>C�NkD GA Q Mr,Mbvnr,ri�wr. I 1 55 PLASHING (APRPGE S.PU PL0g2 S.OPE ,�( E 1 pnc�r vx.,v 5fONE ON PATIO REP PI AN ..: PER pox .. vV m ` anvrEe urn IF€5 1 ii . mP:ccrM� CM CAI ING @ JO1W anmwvs�re ( Q 5/4"%f11N6 DED C RIGID INS.iFERMPL f>t2EAK, I rnMnrurex5r. I �; .� ;": '• GARAaN'RONAOPEI/2"PER POOf 4, I vz exr.we I CONC.PA1109,,10 LULL/ i Vl L ——dnr WNLM)N J i RIGID INS.THERMAL CREAK vxrcxoAWR �H 'INT.CONC.5.D.G. . w y L O Z a0 �/�"GYq.PNNRO 1 I I+ a Q � O • SHEET T Window Sill Fixed Glass Sill Gara a Door Sill 4/6/2006 A-401 g .a a, �a �i '4'tcwa ue.h ,� n„m;^ra �" �� .r„aa� r nl` n "5 q� i1 4 ,, n xU 'Ir n`; a 5i °u -`�' E a w It4 P ` I Window!Door Details . �n. ' , m E O a E a N AF? 5Rr'ACE MoLw SLIDING n0012 TRACK GNU.PR NEn O CASING ro MnrcH Ewsr. GWv.PA1NEn YSING f0 MAr01 EwSr. Wn.JAW JAMf1 (ASNG r0 MAr(N ExISr. f.'��� a 'AV,JAWT L i W.DoaR N GPERPDI.E v �� Q WTI.DOOR AWNING > rRANSOMWNDOW _ (0 . L O a C c X TYP.INT.DOOR HEAD TYP.SURF.SLIDING DOOR HEAD TYP LERESTORY HEAD E 'xl m N 4� tpFn ((� N N / O V� � N �2 J � '4M.PAINED 6m.PAINED OPERAr e 0511,6,10 MAfLH EwSr. AWNING ((S iR/W50M WNL70W wn.JAW SING ro MAraa Ewsr. # Wt7. AMo M.JAW JL WSJ.DOCK Wn.nOCR W7.DOOR r TYP.INT.DOOR LOCK JAMB TYP.SURF.SLIDING DOOR JAMB H TYP.INT_DOOR HEAD W/CLERESTORY B3• = t�_0" E 3- - T-0. 3• = V-C' L— W.DOOR c N (AM.PA1rNED GWU.PAM P CA51NG 1"0 MOOCH E01-, !SING r0 MAfGH Ewir, I1NnE D CVC ❑ y,,n„m V.JAW U L d o s` a O W. F Wb.D0012 ❑ E ❑ ca 8 N 3 C TYP.INT.DOOR HINGE JAMB TYP.SURF.SLIDING DOOR JAMB TYP.INT.DOOR SILL -z co c _ w m c 0 SHEET 4/6/2006 A-402 Snt.Wind./Door Details 0 m � f O 5.5.CHIMY CAP Mr:9TC. a < N � c m MA5ONRYCHMNEYCAP fO MArG1 EX15"r 5��OL 0 A SEAL Cy�T 0 DRICK MVEA,MF:DEM PLIk DRICKVEI P - 20 FRAMING TYP, 5.5.PLA5fING KEMP IW,0 DRI(X,IOIN V 4"Ur,MY A51'HN,r SHINGLE ROor - "-" �' O 30#PU LDING FELT N 15#DULDING FEIf N ROOF AND I"aR SPACE W.PLY. �, < E SIEAhNNG LEDGER DD. �� a0 g N DRI(K VEER M.FRAMING Mr:I'MI n X � FOAM AIR\M _� m Q p RECE55EI?LI(W PIMURE E E Chimne Flashin 'zr c') m s 5/5"M.CEILING PANTED fwP N N O 2X4 FRAMINw rO 9PPORf - N 2% UPPER CHIMt`WY V� J LOMD145flON AR I I DRICK VENEER - W/T1E5 a all O.C.HORZ. 2X4 fO SIPPORf LPPER MICK — I6"O�L.VERr. f' I'aR VALE CONf.CALKING 3/4"EXL PLY, 9PI Ar IN DOCK — 15u DUL191%i Mf ROACH 5AIM 4Y6 PO U' ANG SIDING _ — r FIR MANTEL Darer 7X4 FRAMING 1YP. ' rO FtAMR DUILNNG MEfa.FIREGU'X.REF:5'EC. nOUV.E 2XIO HBAM6 W.W. 1/2"ET. '%OW PA110 REP:9TC. NI Darr SIDING SYNiH.REF:DEf. � �' 2N7 2X9 WAIL f0 CAMY FRAMING WAIL AjV. WdNING I/2"OF FIREPLKE WNPOW.IAMD MF:DEr. MWrA,WOGTJ DURNING ° 744 PRAMING fO 51 Mr DRICK ADV. MIT". 5PEL. 9 �'�' �,i "� y4 .�. x � %K 5LAD&ARTH Mr:W'. s Fire lace Plan Det. 3/4"= 1'-0" 3/4"PLY, '~ 5 K�EDOX U'PORr I"aR SPKE 2YB'5 FI L —DRICK VENEER � (n C MORfm JOW, cc cu 5/4"W.PLY. 15#DUILDING FELT Q 5.5.LII�D WOOD PDX, �MORfa2 MM, CM � % DASE CP DRICR TW. _ _ 5.5 FLAMING U o 50 HEa2TN % SrONE NMEP5 U e"O.C. L V PLAN 1 - FOAM Wa.L 6K9f Q E E •. _ {r °. II DLOCK FGatV COIL.POUND. � m uZO �++ ^ U U W Brick Flashin -0 0 � 4- Q) O I, i L) i �O/ 'o Z m LL SHEET r 4/6/2006 A-501 Chirnney SectionPER 6 �" O 3/a 1„-0• "� � ��„ oof&Chimney Details � arti. I3 � '�t��''W 1. �ci'� � n�a'"' a„ 0 LON'C.TIf1 HECK 5/8"GWD.PANIfEtl 12°-3 12° 3 12° 312'1 T/2' m 5/8"TEM MP PLATE 6LA55 SfONE TILE VAPOR DA MER �' w m CONr.am 5e&" 5E1'%U MP M.SLING CM PANTEtl a o 5fow TILE 5 OM FOR MNPLE 2C2 W.DOLIK cc DAf IN9LA110N 5eirING DEn 4%4 4 WELL I 0 f PAN E 1/2"PLPXK 0.EAK VPPORDAF�ER Wo0n11lA➢ DUILnINGWRA' VJUOnRI R Pfj A r 1EMPM12 aA55 3/h"MAPINE 6RA7JE PLY aPM 9AN2E5 5W FRAMING 5 0m TILE FOR 2Y,6 FRAMING ff. o DAf IN75J.A901J - Ah Pf.TLV HECK FRAMING WAfERFROCYr'AMR _ r 4 iL PPN MEMDRANE Gara cie Stair Detail_ / ;. 5TONE TILE FIN 6 -- aY,; +A7 OA ypX Lgng71,)G 2Yb Dorm I Tub/Shower Connection - FIN.FLooR�F:FLAN tqr 4 - #4 ef3v @ 8"O.(. WOOF 12I5eR w1 . WD0171REA7 L ;, c) N "r N c LONC.5.O.G. �7 Q V 4"PLY. > E woxPLooR Garacie Railin fO 8 1 1/2"= 1'-0' 5 Shower Pan m X M. Bedroom Stairs CWD.CEILING FANTP 'Z E ' E m m N 0 O N A J t FRANELE55 MIRROR O r JL MIRROR CC.� ASS TO GEEING FAd.EfREF:57J; U L CONT.MIRROR fo CEILING SINK Mr::CAVUE 2, IAaRMomr5INK CONCRETE COUNTERfOP cu CONC.COUNTS" = ao LACCArepwavCAP, P- cc _ PAN09 WOOV CAM. %a MWNG5 MO. C � U) WV:SPEC. y - AOJU5f.%fV \ nvoRs ) Q ° --- V a� CONC U1 VcCK !' L f01LEf REF:SCNEVLI.E 0 KITE WALL FOR SUPPRf ZI A P fO ROUTE PWMNNG CAP.HARVWM REF:5aiEPU w L 1/4"MAP W.FAIMP � N ., 06 m WAWE125 W/FLU.SKr.%IM5 L GWD.FAJWP ze o 0 5 5/8"PLYWO DACKER w 0 co c c w m L coo 'o Z 00 2X6 FRAMPK,F'iLD SKIRT 1/" V-4 •-a / a Q 0 0 SHEET FLOOR IN.F,PLAN i 4/6/2006 Sink Cabinet n Vanity_Elevation 2 112" 11/2"= 1' A-601 Tub Section ° 11/2"= 1'-0" & ,oE.�"' ii{� a.;w 11FiC-D"vm M ' ' ION Interior Details m t0 f� �+ w p I i - ARCy/T V I I I J! I I I O I I I O Cn adSIA ti pp1 I 1, a Ott '� N,u I \ I✓ -- -.- N I II 'III� o-i k'rGr55rD UOWNLKiIr(C.rILINGY'lX(UPr � � __ _II R e____` a __t II II IIl � PFGF55FD WALL.WA5fffe GF.ILING r/,k7 FF N M M VJWN1115m(LOW Vol Abr Gr_'IL N&1110LgF m II II Ilt Q it °•w'�• �a � .� q' m - .,+� _ n III O FCCr .CD 0041NL5i rI(-CIUNO FIXI-I./•PC DA9PPA7-CE) n'Fr-P5 DO'NN[.lGft(GPILINC FIX(UP.P_GL05P(A'R(P.D r , K'L"GL"5'�t"DW'ALLIWA'5rlt'le GrILIM�I-IX I'IMe L'AMrK'I. ) ' Rt,X,E D DO'NNLlom cn-wG nu ul.'CWFI'PA7 P(J a ••.`` r ar ,. ,._ e-I WA.I-MOUNT-rD DOWNI.,Y-3rW FIXI 11!'C'NPI"RRrrD y ,� y G N6R(X/NU PA-IIJIAY L'rH(-rnlr ppy„ SIJRFAGF MOlJN(rD 2X4 FLOUJ.'FSGFN(P/X(UK'r - ---------- �'y - i-- - I 5l/IGGF.FCD DOUVI-E FI1)URC5GrNI"FIXI uFP I - I „4 4'�• „,..-.:-,..I•"""m"'""`®.r......�.�"°°'""""'. .,,¢ E I GL051-1l F10OPF5CM FIXIUKP_ - OWNL:1:`x/YFLIrF�trXl UKC((;UN!'.'IU 5!/YFLYJ HOX ONLY) in `GFC I I I r•-i PaVNL1Crrr PFNDANr FIX(URt' LXYWNLIGrir PPNDAN(FIXRJRC m m I ® 'rk'lrX MOUN(FD 5POrU6trr I m GFIUNG MOUN(PD)KICK OI O UND[RGA(JINrr TRAGK O hl WALL MOUNIM)PSGONGr m Q WALL MOUNI'rt)SC.ONGr Q WALL MOUNFCD CXr.SGCNGC I OtX1fllusl IAN I 'AB I�I Ir I,I O OGFCI(3C:F1A1MXP1-rAL + I m I I I 4)WP WA1,.PPP00r'Kf.GFPI'K:A. L 0 oouLSLt'et'.GFPr r-& p CIO m ® 51MJLCPLCXJR RLY.CY7-KC/l. � C NOTES I a I + slNecrPOLPSwrrcn c ' x I ? r•r (K'IPLP-POLr SW I GH A I I I +�+ (0 Lim 1. SWITCHES ARE DENOTED IN THE GENERAL LOCATION RECOMMENDED, I co '� I I—————— p recrPnonrn/rLrr N I =1 _ � o � VARIATIONS MAY BE NEEDED AS REQUIRED BY FIELD DIMENSIONS N°m I I �\ V CD V I � I � I � GFIUNG PANW/LK�lil- � �L I � 2- LIGHT FIXTURES ARE DENOTED IN THE GENERAL LOCATION RECOMMENDED, .0 I I i L U VARIATIONS MAY BE NEEDED AS REQUIRED BY FIELD DIMENSIONS i I Q 1 I ` r, OAS N W 3. POWER OUTLETS ARE MINIMUM REQUIRED PER ROOM. I LPG FxrrNJSrrnN myy I I I I I � N L ADDITIONAL OUTLETS CAN BE ADDED AS REQUIRED BY OWNER. _ _-"-_ j r_ _n _ _ _— �/ NwGIP'ur' e N 0 rXl57'ING S �WrY a .� Q 4. LIGHTING FIXTURES ARE MAXIMUM AS REQUIRED PER ROOM. u i i m D rrXlSrNOtj- rP(rA. lox CO) rI.YG/PrA-PlXi URC SOME REDUCTION IN LIGHTING FIXTURE NUMBER AND DENSITY CAN BE DONE AS REQUIRED BYOWNER. 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I I ' *'END"CROSS SECTION . � I I 1 1 � ,q-.2� �� r I � - " I I , � 1 . I � I � I I I ,L I I � - I I� . I I�, ,. � � I I . ; I :� � I I I . I - . I � - � . I I I I� . � -Ir - I � / � _1 �111 __Vo_�_�_ H,;o li � I I I I I 1, �, � I t I I I �, . � . - I I I . I I I 1 1 / '55 X'71. 1 1 1 � I 11- - . I I % I I � I I / - - 141 X 3. ' I I � I I I I � .I I I �, � i I I . � �v 1 "'t I I I I . I � I I - I � I I .; � . I - I . � ,-, . I . I I I I � I , � I � I NAL GRAT)E TO BE STABILIZED ' I I I I I , I . I I 1�1 11 . - � : �: I / '41-1 I 'It f 'i / . , , . ISO X 2" 2 1 1 1 � F1 ",."...""�� ,, , I ' � L. ,� � I .I I . � . I . � 1 , - I %4 4 � - I . � . - I I I 11 I� � I I I I - , I I I : _ I I I I .1 I I �', 1. , *-, 1 1 � I 11 I - ,, 1. I " I I I I I I I . I � , I I . I 1 - � I-- I I� I : I " I I . - . - I FINISHED GRADE(SLOPE-.02) I I , 1 I I ; I I I I I I I I � 14 1 1 � I I I I i I .. I , - 11 i 1� 4 1 1 1 1 1 ,I � I ; 4" � .I .-�, �" I 1. j - I I I I I � .� 1, I�, � � � I I I � i I' , 3� 1 � . I I : . I 1. - . I � /.,�'_' _%� Total Dynamic Head -i ,I 3.11 I � . 1, , - " � I I . � I � '' I . � I I . � ! � � I I :, r - I . r — �. I � - . . I I I . � I 1. I � I I I I I I I I �I I -III ��, � . ,��I I I- " � � , I Ill - I I I � I I i � I il �0 I 11 . I I . I . � I Ill I ; I I I _� I I I I ' I. - � I I . �I . . . I I I . I I . . - i i A 11 I I . I 1, . , I . I I I 1 1/4"SCH 40 PVC PIPE - I _:1 12"[MIN) , - � , - , I �.,'t, I I I � � . I I I I � . I I I I , , - I r �� I, I I I I , I I I �, I , I 1, � I I I f -( I I � � �. , -.1 '. , �I , I ,"" �� I . 1� .�,7 - I 11 - " I . I � , _1 / Y-1 -,,tErs ,�* . i - , � � I ,,A �,� I " %-7-4f 63 /'-* I 2 or equi I I I I "I " .I I I ,�, � 11 11 I I 1��"L t. 1 � I I I' - I -I I I I ., 11,I , � ' ', '' ,* � I I I : �! -1 I V I , I I I ,� . I . I - , , I I - 11 . I . Z'LAYER 1/61 .0, " - I, ., I , I . I I * , 4/10 -14p, 230 Volt, 'I Phase I I I . I . � . 1 � I � ,� i 1., .0 cn� - .-- , �.la , , - I - � I I I I � I , I I I L I I . I I � I , , I .. � - I - ", I I I ! I I - � NO.'OFACTUALDISTRIBU7ION � , � . I . — -- ,.0-2,v., ,,,'DOUBLE WASHED STONE 1, r . - I 0 1 ... . , 1� - 1, I I � I I - I � I I I I I �� - ,2V . I I - 1. I I I � I I I I , I I , �- - 6 , 5 I I I I , � . 1 I , I I I I I I I 11 . I ' ' ' I . I I I I � , ,UNES:3 � � , 11 � � I -1, - � , - .I- . I �, I I � � I I � I tj f � I � I PRESSURE DO'SING.CALCULAZIONS I I -, � I I I I � � . I I I : 1: , . ., ,� ., - , I i I � e I � I .I )� , -,� , " , i ,�, I I I 11� I � , I I I -,,:, �;.I � I I 1, � , '.It I �,.,�.I�," .1 T . I I 11 I I I I I I I I I I., .!rvi A Lf, '< gjzavo�r) , I I -1 I I . I I I � I I I � I , " 1, � I . % 11 . , I t -I�' 11 I , , I � 1, I .1 " I I , , . I I I � _�� I I 1-. Lateral length - ,401 � - ' I . � 11 I � I -I � 5M V, ORIFAtE DW ell 4 , � , 4��-—3/ 1 1 1 - . 1. � - I I � �, I I I � : I . 03 1 Y".'_ —__ _ I I . I ' I � I I � , I I LEACHING FIELD DIMENSIONS: :- 11 � _ ,, � , �11' � � � V.-11/TDOLIBLEWASHE., , , , I I - _____ 11 I I . � ' ,:.,I Z.F , ,.- , , ��'; , �O 0 -:STONE I , . 11 I 1.V : I , � , � I I I ,---- I I Lateral pipe* , ,SCH 40 PVC .I I . I � I. I � 'I, . I 11 I I %N , � _--------,-I- � I . I '' I I �� I I I � 4(YLX16WXU5'W ':�", I _,,., . , - I I - I � I I I I I I z �, :1 , I ,, - , � %- , ,I, I . 7 I � . I 1, . I , . I L I � I . - I � .1 . . I I I I � I r . __'11___., 1 tv i I � .1 I - I -: I 11 I I I , - 11 - I I i - �' - � � - I I ,� I - � � � I __�_ _j I , I I I I I I ��", I I I- I I I 1, . � � . - . - I , I I I is, . . � I I _"� , I 11� - I I 11 . "L CW-,A rE 11 il , . . I . � I I I I . I I I �I , - , � I "I I I � I rotop 0sro .__--- P L)tt,4 W 2. eter hole at,.the end of each later , - I � I .1 I I .1 1 I � I 1, , . - � � , :, ,- , ., t ! � � L 11. . .-, I�� I I i � r I ___� I � I I I , I r al I I I I I � � 1. I , � , I I 'I',", I I '. . � I I., �- , % r, , . , 1. I I I I ., - I I I I I , - - - I . I . I � - 1 F I I . I 1, : I I I - '' I -,. . , 11 -1 , , ,� 1� - - , , . " , , i .. � � I vi e LL I - I :, I I . I 1- �, 11 ,� I _%'r � , ':,1 ..; I �. , , I I "I v . 1. �I I . 11 �, I � 1, I 'A I thr 'the ' own of, the I . , I � , I I .. , � I �', �I I -1 I � LEACHING FIELD TO MEET", . " . � � � .,---------- /!�6,67 __2_!n�� � . ough I �, I "I I"- I I - , I I - , � " , -, �' ' ' , , , � , , I - .5,ALC , I i I . I I - " , IT? 1, I I I . I . I I . I I I I ACTUALNO.OF DiSTIBUTIONPIPES MAYVA I . � I I I I I I . � I I 1 �1 I I .. � .- , I . . I I I ,END OF DISTRIBUTION LINES TO.,_, 1, ' I i � I � � I I � � � . I � 1 I - I 1, - ' � � 7r. __�________ .-I-'--_::�:_ - I I I I �-*, I I I � I . I I ' ll I I -1 I � . . I . I I I - .. . - FROM ARM DETAIL,.REFERENCE NO.OF , , ,',� _,1,1 1� L-"t I I I"� J_ - I I I I I '______,:�r_______. - I I I . � 11 I I � '' e . I I � I I I - �, I It ' , !'VECAPPED - , � I I � I ,_1 ,-REQUIREMENTSOF310- , I , , � I . I 11 � I I 11 ,, � . 'DISTRIBUTION LINES AND PLAN VIEW. - , :CMR 1525Z � , .� " , - �, I I .------Aj - -, ' Perfor ameter ,for, each 'lateral 'shall be 5/16"�: ,. I '� I , � , , -,% . - . � I I � - ?", �, - I I z I .- . _I 1,LE 7 3. " � . . 1� - : � - i, I . . _,, - - -"� ., ,� �, I I . .1 ation di , I I I I . . I _- , � ''. -, I , ,�� ,�, � 11 �.�,,, ", ,,,,, � _1 �� � I I I I I 1� I � I , I ! I I __ pAof I i . 11 I � I , I I I . 1 I I � I ,� . L I i �, ,- ,� "I . , 1 . I 11 - . _ "," '' : ,. :_; I � 11 . I� I � 11' ' �J � , I , 1,�,' � - : I ' . '' ' ', , , �',.. '' _ ' L �' I I _"_ 1 ��7__�____ -- 1 �� I . _LOE--------- � _ 1_ ,� _ I . I I , , . . 1. `� ,__4� � . - ...., � 1 . I ao 7*tjl� I . . � . I I I � - -1 , 11, " I � . I I I � I - I I I -- - I . 1�__� - : _ I I I I I � . 11� I I I I - I I I I - � . I . _. " , 11 I " -, I - , * -,��, - ,- I I I I I-,---I � I I - - �:� 0�_ " - : I I I I I LFr � ____ � I I I. . - _ I : , I,- -,"' , �: I '' " . , - - I "', , , - � I 11 I I I �. I �_ � ,,- , ,,,,,,, �`::�� ". I �I pizo 1,*4 � 1 14. ,, ��: A single ,line of orific' s alte natel ' ' lac'd at 5 61cl I , I I.'' ,� I I I I _� , � , I e r I �, I , . ", - I I I 1 , . I I . 11 I . � I I " - ';,�" 1,"� I I i: I I I - � � � I I � . y p e - l 11 .1. 7� ��,,,;1," - I , , . � "I "�,,:_�, ." I - I I I � , " I - . , - ,, , ,� - _ I I ________ i , . ,� , , � I I I � I ,� t , �_ . 1. - " , 7.� :,J,� 1, ,NCMMS I-�' �':, �:, ,:. � - "'. I I . �, '. - - "'.� ,e�?-,I,.--, 1" , , - I I , - , � 1�1 I , I - 1 . I �� I . . I �-� 1, : I , - - f 1, i: .I I � I I�,� � I, ," I ,� , , _ I 11, � I , I I " � ", ,� " - - - �_ I � I 11 I I I ______ ; I -fe6t, aong,each lateral. Perforation holes shall be I I stagg ' ��_ - , ," - , , , , �� I -- 11 I __� I I 1 1 -1 51'Pje*/N P/of All I -___�_' I i I I every 13 1 1 1 1 1 ered , � ; �� , �, , � I � I I I. I � 11 , _ I . , "� I I I I I - . I I I I � � I I I " I , �, * " � I I . :1 ,., :':" ,� I I - I " I I . I I ' ' , I �._ , ;.: -, �, , - . � . 1. � I �, ", , ,, ,� I , I 1,,�,1� ' ' T 2 _ I I I I , � ! I - I — --------- pojerV47 ' A� -I rs so as to,lie ,on the verticies of'�,equalit!e s. � I � I I . 1, I ',I �,,, ''" �� , '' ,�_ � . I I - I I I . I 1�. � I'' . I . ,� � ,� ,� I � I ' . z - 6-DeF QF - 4 1 i I _-, � I I I I � I I I I , 1, , , , , , , , I I I I . 11 I I I I I �, ,�- � � I I _�� _______---�-__ r?()I I 14 Pf 9 It.e-FT Ij I � A I � . 1� �- I 1.� ' 11 1 � I -I I - I I I ,� ." I 1- � I I I - �, � � - I - --sh- 11� '' 6' f I - . � I - I I AF _ L F-C) T C � I . . - . ,:: ^ , � - ,, - I . � . I I I . I I . I ! , 1i All cot�s' truction 'm" i4thods ' a, c n orm ,to'�the Title V'1310, T, I . � �,I - le oithi/q �,T I � .� ,I � I . . I I I I � I � I ' ' - I I � I � 11 . I � � . I � I I 11 ' i ' �- . I-6- ,AAA W I I ! 5. ,,.79,-X dL2' ' dl/2 ,:, I f � -�, 1the� 13a in s t'abl e',Boa rd' 0 -lth ,Reigul,�t ions". , -,' - I , ' . I 4 I , Peifor7a' tion, Discharge "' I . � . I I X h I � I I I I CM R 15 1-�a 4d f Hea I 1.11 I PIPE � oj E 5 ( I � I I I I I I . ,�.1� 1, r � : � .I I" I- I I . . I I , I I 11 1, I I - I . "I I '_ "I�, , , - � �4, I I�'. ' ", 4 , . I I - I - . I � . � I � - . I I I I� I I I I I � I - - I I ..- - � I � . , "I', I '' -, , �i , � ,�" _ ; I - , , . " ,� � ,",�.1 -I , I" I I I I � I I I I I I I � I I , I � , f .I j I I � I �, I " I � I , i I I � : , � .,1, , ,',_�,,-�,, � I � I ,. , , �, � �,I . � ,,, ,, - ,;� � . I I . - - --.------ ___,_____________. ____�-__________,___..____, : I I. I I I - ' " � I I . I I� ; , � ,,I � , � - � I . . �� I I � I __________,___.________ ---.-.- -------_--_--------.-,-.-..---..-.-....-------.,-�--I I I I I I � X � (.3 3)2 .� ( 112 11 I I I vlvy� ., - I ! 11 - , .", - , , , -- I I , ,�, I . I , , � I es thin . , :,- e I'll � "Ill � � i 11 I � . i I 1 � 0 ="11.79 , 1 265) = 1.83 1 . a' , '' " '� " - I te _7 , , 15'() ' ' f' et ' -ED �' - � � , I � I . I . I I I . I I I � I I I I I � � �1. ,, . -Th'ib re ' re ,rio, i own' pr iVa � I . _� I � . I � � i I . �, 11 IL � . I I I I , � :1 I " I . I 1, � I 11 I I 1 , I : � I � I �, � �, . I � I 111.1 I I � . � .. I � ' ' . :- -. : ,I I - � � I � I e I I I , I � I 1. I PgorILC OF' SEPT((- *';-,Y S7E_,-1 ! I ; L . 11 �, - . I I . . I � I I I , � I I I o f 't h'tll pt000's"ed le 6" chin ' area. I I ,�, �_ � I I �, . 11 I I I.. 1� I . .I , � . I . , , :�, I I I I � � � I I 9 . .� � I � . I � I � , I I __ I I � . I I I Later6l' Di'schargq Rate '(LDR) - Q X N� " � I I ''I � I ( � I % -_ - , 11 � . , � ,� ''. , . ,� 1. , �, , I . ,I,. 11 11 I � � - , � I I I I I � � i . I I I -1 , I I � "` "', I"I � I , . I I . .'', . - I 11 I 5c,qcr -1 A5 .SHowAl 1 . i I � � .1. .� . � " I 1 4 1 1 . I I I I I I 11 � ,� � , - � , I , ,- ..- 4 1,I,�. , ,, , ,'.1 , ' ,I L ' ;1 ,- '� , ,, �, I 1, � - 11 I � I 1. , I I I � I I . - i ! . , I I I I I . � . i � * "" �, I '. I - , � , I I I I . . I �. I - � I I � - � � I I . 1 . I I � � , . . I I I CA - too,X'.f� I i I � . I ,� I �, I I I I 1, I � I . I 11 � I I - . � � � 4 1 � I i I It I I I� 11 � � I �,,, ; ftle,titioJi8tptie ,tank to 'be _'Pu�Aped , and removed . � 1 , � " I - . I I '. � I . I _� I I � , . I 1� LDP, . I - I , I I I I I I . � �: I , I I � I � I I 1 - � � I - ; I I I . I - 1.63 gtim'X 13 23.8 gpm, . , I I I I I , I . 11 I I � 11 � - � - - , I I 1� I � � I . I101Y.5 /I 011L'� I - I I I I I I i � I I - �, � -int ,septic,'' ank ' , I I � I I . I I � I prior-,to, ntnllin*� the now� t . � I � -------- - --- . i I ,-1 .: I I . . I . � I 11 I I I � . I ! I - I � i I rre: loi.;Lf 1, I : I I . I . I . I I I I I 11 I I , ,I " ", I - � -�, , .1 �, I w�, 11 , I I � I I �,_ '. ! I ,� - I 11 el '.� � I I I I . . I I .� � � . - 1 I "� , ,� �� . , . - , � 11 I - I �', , �* , - I, 11 I I I I � - ,, . I I I _____ � I I I I I I I I I - ' ' ' � " . � , I I : 11 '.1 I . 1� I � I I I I---- I i I ". , .1 � I i I . I ,� I Total Di ) -: LDR X L . 11 I i I I , I I , � , ' ' . I I I I 11 ' ' I I ! - I I I . I I . . I I 1, I I / - I .. . I I I I i � 4 % W� eAo n cl o,s ,ftro to bo :raade�,An,:the fi� proval I, � i ; I , I I I I I . I . . I .1 � I � � I � 11 I . I I i < 1 1 ! I I I . I I I� � I- - I I I � I I � � � I � I I - , �'. I � L I 11 i � . / I —--.—,- � ; 1, I . � I 11 .1 I � � I olt A,he boArd Of" Re,'�a I t.h ,and,th,e' design'.��' nqineer_.' - I , I I � I � ' 'I I I � I I � ______ � � I I . I 11 I �, I I � -.I— '� " , , � . ----Z-------- ! I I � � 1, I �", I I 11 I I " - I . I � I ,� , , , " I � � I I � 7111 , I I I I I I . - . . � � I- . — I I I I 11 1 - 1 - I �� . I I .� I � ,� I I I I I I . � � � I I � . I I I " I I � I . I I I I I I 11 � . I . I . 100 . I . " � - � 11 I I I I . , I I I �, , I . 5, - . � I I .1 � . , I I�, " . " � 11, 11 I I f IA, 5(#,10 V(- _L�Y—,,- � ,I I I I - :, . I , I i i 1� � _� r ,, , - ' ' . " 4, , � �, � ' I- ; , .51,��;_fA, POLE� 5;,Dog : I �- gp ) � * ' . I I I vmo,lod IeAcl Iri,q -f ield,:!,,q� n6t.'desioned I for. use witb ` "I � - I ., ,�.� I �,. I � ; 1) � 4 Where: : * � I I ! . 100.0 : i 1� I 0 , ,Perforotion ,Di scharge' Patin ( M I I I . I t i I I 1 . -1 � . i I 11 I I I . 11. I I 11 't,I � 11 _� .11.11. 1 I� I � . 11, I I � � I I . � I I . 4 : I I I � I � � I I � . I i ,- ____? i I on 11olo (incho,") I I / I d I- Diameter of Perforati . t gairtlai ,ge, d'is'pc'sal-, , ,� I I � I k I I �: - . 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I I -I I, I I Z=!�_� -r----,-- . � . � . � . . �I � I .I r � .1 . 7t , . . � - , �, , I, I b� 11:1 -, ,,, " I� ." . _" " - I I I I I . _A� r , . I It, I I I � I . . - , ' .. , . - . _ . , � :�-�, �, , - I I" I . b ,� I � . I., - . � I � I - - Perforation Discharge Aate � (gpm) I- . . . I . ll � , rop,Q8e , ea:c�hinq't JteI6, s no' t'�.de�igni§d for,-us6� � I , , b. . � - �� I I . . I I . . I I 00 I , . I I I I , I Where: , I 0 " - � -1 - � � � ,� I i I ' __ a' I ' �' , �4 � I e � __ . I I � 11. I I I . 51-, 05 1 00.oij I � I I � I I . - I I j I I I ,!, I I . 51 - -. _� � � Vith. �� q � - I 'I, : , r ! � I . 1 I I I , , " ' � � I I 11 I I � .1 I I r� I ,� ' ' ' � - I I , I �, - I 1,� � 11 I , , ,-, - - - , - �,� . : .", I � 1 � � - �_,", 'r � " �;, I I I I , � ' " , I � - I 11 I I , i, , , , ,�".,� , , _11. , , - - , I I I I I I - � - . � � I i I, - , - " '� �� ,� . , , . I I . 11 . , 1. "; 'I, , � 'r I. 'L -1.I I 1 - I I I �, . 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