Loading...
HomeMy WebLinkAbout0050 CHURCH STREET - Health 50 Church Street West Barnstable A= 154 — 007 -02 �I I TOWN OF BARNSTABLE LOCATION YO CHy2cy 5/ SEWAGE#,&0-yab VILLAGE W. l3 A(2xt g�66� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.�S MCL.C�Ls l c- SEPTIC TANK CAPACITY /5-00 61YI, LEACHING FACILITY:(type)14-ii �,,4—,E''2J C/8) (size) NO.OF BEDROOMS l OWNER / G ts PERMIT DATE: 10-a a— 10 COMPLIANCE DATE: X 1 U Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on . site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ' :3 so T TOWN OF BARNSTABLE t LOCATION 50 Cff(,l`cf/ S%, SEWAGE# aD1O -I-IQ VILLAGE 4.),-3A211ol,4dr ASSESSOR'S MAP&PARCEL /Sy Pf INSTALLER'S NAME&PHONE NO. d LctGrtl;s f c� - Sad-�(,28'SSd/n SEPTIC TANK CAPACITY /,5'00 G g I, LEACHING FACILITY:(type).,,ilP��7q25 C �8� (size) /,S X NO.OF BEDROOMS 7 OWNER F2L1+Vh 0efo,96 a PERMIT DATE: l O COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on 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 i. CtSol 64 + / Drive(,) i0i j A TOWN OF BARNSTABLE LOCATION 50 C0v/`c11 s l SEWAGE# a D t O -LIQ VILLAGE Iy ASSESSOR'S MAP&PARCEL /Sy- "7 INSTALLER'S NAME&PHONE NO. 6 hacrJE.,f c, - 6-68-/fag-SSdQ SEPTIC TANK CAPACITY /,5-00 G A LEACHING FACILITY (type).xryfJD�,I7 ,2s (size) /,S X yy NO.OF BEDROOMS 7 OWNER FCRA* h .5Ri0 6 V PERMIT DATE: - l0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on 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 AL- Joi �4 Tnsp P, FROM :down cape engineering inc FAX NO. :15083629880 Dec. 20 2010 12:33PM P1 Town of Barnstable Regulatory Services SG 'Thomas F. C.ciler,Director Public Health Division 163 Thomas Mclean,Director 200 Main Street, Hyannis,MA 02601 t 11ice: 508-862-4644 Fax: 508-790-6304 Datc: 1DM th,.ao to Sewage Permitft Assessor's Map/i'arcel Installer& Desianer Certification Form Designer: 'lotur,GwC-5vic%Acet-, Tnstaller: -8r—Vcz 0.�,�t[,�LT-r Atldress: Address: 861 l?owJ oil t[J-,Aaa-- to 3[w_ m to-r-oM o$66 was issued a permit to install a (date) (installer) sortie system at 5,0 C 4VM,* S` W ,,6Ai0-LI- ._..__..---based oil a design drawn by (aC1L1rt.55) - - CP vc�.r� �� �r\GtnCcrlwu(` dated to (designer) v - X I certify that the septic system referenced above Nvas installed substantially according to the design, which may include minor approved changes such as lateral relocation o.f the. distribution N.)x an&or septic tank. Stripout (if required) was inspected and the soils were found satisfa•ctoty. tares �v; V p�r/L (��� ��45 SA-n4 f— 4 CgC,4 5tr-,-oC- tAM �L- it' off Nls aF GAaA66 I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with titate & Local Regulations. Plan revision «r ,certified as-built by designer to follow. Stripout (if requir . spected and the soils were found satisfactory. of 44A,S. c _�Qt ARNE W es nJAI A Ate�.— - _'1VIL (intitaller's S f Signature) No 307g7. PAL w (Dcsigncr s Signature) (Allix Designer's Stamp Hcrc) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DiVISiON. CERTIFICATE OF COl11PLIANC'H-; NVILL NOT BE ISSUED UNTIL BOTH '1111S FORM AND A S- DIIiLT CARD ARE laCEIVIRD RY THE BARNSTABLE PUBLIC H,YALTH DiViSION. THANK YOT.'. q:1pt}'ir.�1;inrnld�si}grerce.rlil'ic•ariun fi�intdik• No. a(v * Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for Bigoar *patent Construction Vermit Application for a Permit to Construct V Repair( ) Upgrade( ) Abandon( ) FX Complete System ❑Individual Components Location Address or Lot No. 50 C-OVA4AA 5 J . Q S wner's Name,Address,and Tel.No. �'-7b ., '9 f,44 Assessor's Map/Parcel I 1 /C,,,C7 Doj-- ?o f®x �.`_., Installer's Name';�ddress,a d Tel.No. ���_ Designer's Name,Address and Tel.No._"ESA A. MAt A 001E 2 Itr CA `C. 10OXT 04,,_.016Z5' Type of Building: Dwelling No.of Bedrooms Lot Size 1\6',`A135 sq. ft. Garbage Grinder ( j�/JO Other Type of Building 19C-`­0er-jVFCZ No.of Persons Showers( ) Cafeteria( ) \ Other Fixtures u Design Flow(min.required) 410 gpd Design flow provided LA4 0 gpd Plan Date CC-1 �c 1 1m-\ Number of sheets AL Revision Date 1 o/1 5/20j O Title i le_ S 5� (ate of 50 Cllvrclr.s-l-• West) nr- q w" "�Hk1�3r�aj�S Size of Septic Tank 00 Type of S.A.S. L r=ACNv-JCr t<_p %' x t5 Description of Soil C. L-ArlC-A- j=wc , PNNb dL,4->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 Certificate of Compliance has been issued by this 140and of lth. Signed Date (9C 1 oZ �,aG(d Application Approved by V Date �� O Application Disapproved by: Date for the following reasons Permit No. ::Q 1 (2-Ll Xt a Date Issued 10 o�.a-��n _ No 146 Fee [ THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes h ZippYication for Migogal �&p'gtem Congtruction Permit �r Application for a Permit to Construct�>6 Repair( ) Upgrade( )`'Abandon( ) [X Complete System ❑Individual Components Location Address or Lot No. SO GNVYLCV, 5h. Q S•y Owner's Name,Address,and Tel.No. �,rA.tZ ` u /P(r� 'FZ^r4N4- W. 3TL� t'�(Ir. "['f Assessor's Map/Parcel 1 1 / n07 '00-2—/ �0 nee;, X 11 t L-%\ rJ Installer's Name ddress,and,Tel.No. Designer's Name,Address and Tel.No. D*14\EL A• 0JAt-A et F`t✓C� Nam( 1 c: t o•�,� 57- GJ(:c rti (�� / u SJ S" �;F1 (LT GA x(. t00ItT /tqA O Z6-1 - Type of Building: ' Dwelling No.of Bedrooms Lot Size 1\6)`1 0 c-) sq. ft. Garbage Grinder ( ) NO " Other Type of Building No.of Persons Showers( ) Cafeteria( ) 1 Other Fixtures u Design Flow(min.required) `' I gpd Design flow provided Li Li(7 gpd Plan Date O« \c -LC109 Number of sheets Revision Date 1 0 15 '-Ol O Title 1 i tle r>' 5144 4 50 CVlvfcb, 5'. (We5t)3gfrs'tgvj�0 , MA preen for r�uvtic3P�c1��S 4}� Size of Septic Tank I Soo - Type of S.A.S. Le AC G b L{ x 15 Description,of Soil G L•A7 E A- 1 N E N• /i ry ECn c- ALA-Tr- -Nature of Repairs or Alterations(Answer when applicable) -J Date last inspected: Agreement: e« 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 systemin operation until a Certificate of Compliance has been issued by this Board of Health. Signed i AJG / Date 0rl Ir Application Approved by Date 112 —' Application Disapproved by: Date 1. for the following reasons. s 4 1 Permit No. -(�-D ' 4 Date Issued 0 p� —(o THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( ) Upgraded ( ) Abandoned( )by ((s t\ r r ((t'Ar l c- , t ) f at 57 U c w-r c i, ��;. � ,1,r)C c 1, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. b f o - y 1& dated f t - -/y Installer'll -k.,cC 6 c e c_1 Designer C"I Pr #bedrooms Approved design flow A gpd The issuance of th's penPit shall not be construed as a guarantee that the system wig 1 70V � 1as designeii. Q Date 12 (� 'y Inspector ' 1!�- 4C- r. No. ' ii [ � . & ,—.—_--_�----,----_ . -----_--_—. —.—Fee 15 C),- �ti:.--' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Digool gtem Congtruction Permit T Permission is hereby granted to Construct (f� Repair ( ) Upgrade ( ) Abandon ( ) System located at 50 r(i i.rr 4 C and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by 1 L r� S � Pk2v�m 7 t rj CERTIFICATE OF ANALYSIS " Page.` 7� Barnstable County Health Laboratory Report Dated: 9/13/2006 Report Prepared Por: Sally Desmond o4 1 Order No.: G0638170 0 Desmond Well Drilling t /� P O Box 2783 Q�1, l(/ Orleans, MA 02653 ►il/G Laboratory ID#: 0638170-01 Description: Water-Drinking Water Sample 9: Sampling Location 72 Church St.W.Barnstable;MA(Lot 2) Collected: 9/11/2006 Collected by: Desmond Wel Map 154 Parcel 7 Received: 0/12/2006 I Routine ITEM RESULT UNITS RL MCL Method# Analyst Tested Note LAB: Inorganics Nitrate as Nitrogen 1.3 mg/L 0.10 10 EPA 300.0 LAP 9/12/2006 LAB: .Metals Copper BRL mg/L 0.10 1.3 SM 3111B LAP 9/13/2006 Iron ' 0.49 mg/L 0.10 0.3 SM311113 LAP 9,/13/2006, Sodium 30 mg/L 1.0 20 SM 31118 LAP 9/13/2006 LAB: Microbiology Total Coliform Absent P/A 0 0 309 AF 9/12/2006 LAB: Physical Chemistry Conductance 260 umohs/cm 2.0 EPA 120.1 DCB 9/12/2006 pH 6.3 pH-units 0 EPA 150.1 DCB 9/12/2006 EPA 524.2- Volatile Organics by GC/MS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note LAB: GC/MS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,1,1-Trichloroethane 0.68 ug/L 0.5 200 EPA 524.2 yn 9/12/2006 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 1;1-Dichloroethane a BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 yn 9/12/2006 1,1-0ichloropropene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1;2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1i2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 t A: Page 2 CERTIFICATE OF ANALYSIS s Barnstable County Health Laboratory Report Dated: 9/13/2006 Resort Prepared For: Sally Desmond Order No.: G0638170 I Desmond Well Drilling P O Box 2783 / Orleans, MA 02653 /J 1;2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 yn 9/12/2006 1;2;4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1;2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1;2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 yn 9/12/2006 1;2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1;3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 13-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1;3-Dichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2066 1;4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromochloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromoform BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Chlorobenzene BRL ug/L 0.5 too EPA 524.2 yn 9/12/2006 Chloroethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Chloroform 1.7 ug/L 0.5 80 EPA 524.2 yn 9/12/2006 Chloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 a. cis-1,2-Dichloroethene BRL ug/L o.s 70 EPA 524.2 yn 9/12/2006 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Dibromochloroinethane BRL ug/L 0.5 EPA 524.2 yn W12/2006 Dibromomethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 3 . CERTIFICATE OF ANALYSIS - Barnstable County Health Laboratory Report Dated: 9/13/2006 Report Prepared For: f Sally Desmond Order No.: G008170 ! Desmond Well Drilling P O Box 2783 I Orleans, MA 02653 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 yn 9/12/1006 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Styrene BRL ug/L 0.5 100 EPA 524.2 yn 9/12/2006 tert-Butylbenzene BRL ug/L, 0.5 EPA 524.2 yn .9r12/2006 Tetrachloroethene BRL ug/L 0.5 5.6 EPA 524.2 yn 9/12/2006 Toluene BRL ug/L . 0.5 1000 EPA 524.2 yn 9/12/2006 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 yn 9/12/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 yn 0/12/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 yn 9/12/2006 Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a physician. The / Water may present aesthetic problems(taste,odor,staining)due to Iron Approved By: (Lab ctor) 91iC3 I-2-e90 ORIGINAL RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable; MA 02630 Ph: 508-375-6605 I Page: 1 CERTIFICATE OF ANALYSIS �t 7• lL M "sstc.Hu ` Barnstable County Health Laboratory Report Dated: 9/13/2006 O�' Report Prepared For: Sally Desmond Order No.: G0638170 Desmond Well Drilling P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0638170-01 Description: Water-Drinking Water Sample#: Sampling Location 72 Church St.W.Barnstable,MA(Lot 2) Collected: 9/11/2006 Collected by: Desmond Wel Map 154 Parcel 7 Received: 9/12/2006 Rolttine ITEM RESULT UNITS RL MCL Method# Analyst Tested Note LAB: Inorganics Nitrate as Nitrogen 1.3 mg/L 0.10 10 EPA 300.0 LAP 9/12/2006 LAB: Metals Copper. BRL mg/L 0.10 1.3 SM3111B LAP 9/13/2006 Iron 0.49 mg/L O.JO 0.3 SM311►13 LAP -9/13/2066 ,Sodium ;30' mg/L 1:0 20 `SM 3111B LAP `9/13/2006 LAB:, Microbiology Total Coliform Absent `P/A o 0 309'' AF 9/12/2006 LAB:- Physical Chemistry Conductance 260 umohs/cm 2.0 EPA 120.1 DCB 9/12/2006 pH 6.3 pH-units 0 EPA 150.1 DCB 9/12/2006 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note LAB: GCIMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,1,1-Trichloroethane 0.68 ug/L 0.5 200 EPA 524.2 yn 9/12/2006 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,1-,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 1-,1-Dichloroethane 'BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,1,Dich1oroethene BRL ug/L 0.5 7.0 EPA 524.2 yn 9/12/2006 1,17Dichloropropene BRL ug/L" 0.5, EPA 524.2' yn 9712/200'6 1-,2,,3-Trichlorobenzene BRL ug/C.r 0.5 EPA 524.2 yn' 9%12/2006 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page. 2 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 9/13/2006 Report Prepared For: Sally Desmond Order No.: G0638170 Desmond Well Drilling P O Box 2783 Orleans, MA 02653 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 yn 9/12/2006 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 yn 9/12/2006 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromochloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromoform BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 yn 9/12/2006 Chloroethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Chloroform 1.7 ug/L 0.5 80 EPA 524.2 yn 9/12/2006 Chloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 yn 9/12/2006 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Dibromomethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f - Page: 3 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 9/13/2006 Report Prepared For: Sally Desmond Order No.: G0638170 Desmond Well Drilling P O Box 2783 Orleans, MA 02653 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 yn 9/12/2006 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Styrene BRL ug/L 0.5 100 EPA 524.2 yn 9/12/2006 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Toluene BRL ug/L 0.5 1000 EPA 524.2 yn 9/12/2006 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 yn 9/12/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 yn 9/12/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 yn 9/12/2006 Trichloroflnoromethane BRL ug/L 0.5 EPA 524.2 yn 9/12/2006 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 yn 9/12/2006 L.'Sodium level is above the maximum contaminant level. Those on a low.sodium diet may wish to consult a physician. The water may present aesthetic problems(taste,odor,staining)due to Iron. Approved By: _ t(7Lab * tor) 913126 / v RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 POP— Massachusetts Department of Environmental Management Office of Water Resources 147137 TYPE OR PRINT ONLY Well Completion Report 1. WELL LOCATION GPS (OPTIONAL) LATITUDE LONGITUDE Ca(-)'�' 2 -= 1�ti' DATUM Address at Well Location: �n �c , �� i,C a t Property Owner/Client: =Subdivision Name Mailing.Address. '� �ls Ci !Town 4� 4 v.t3.ryCity/Town Assessors Map' ` Assessors Lot#:- 1 -- NOTE: Assessors Map:and Lot#mandatoryaf no street address`available Board of Health permit obtained: -.Yes C�' � Not Required PeRnit Number �LOOC-O I Date issued!°i - 2.WORK PERFORMED 3. PROPOSED USE 4.DRILLING METHOD' N New Well El Abandon L`x Domestic El Irrigation ❑ Cable C ! Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer „-El Direct Push ❑ Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud Ro"tit ��;❑ Other 5.WELL LOG Water Unconsolidated Consolidated 6."SITE SKETCH (use pemmner►tlandmarks with distances) Bearing ,V = a > a Other Rock Type From (ft) To (ft) Zones (n m Material Description O —1O X X X N---m-/L C, i� 7. WELL CONSTRUCTION 8. CASING Total Depth Drilled �- From (ft) To(ft) Casing Type_,and Material- Size I.D. (in) Well Seal Type Date Complete ,t..('` 9. SCREEN From (ft) To (ft) Slot Size Screen Type and Material Screen Diameter 44'' 10. FILTER PACK/GROUT/ABANDONMENT MATERIAL 11. ADDITIONAL WELL INFORMATION ` From (ft) To (ft) Material Description: Purpose Developed? CS,Yes ❑ No Fracture actu e Enhancement? ❑ Yes Q No Method Disinfected? Yes ❑ No it WELL TEST DATA(ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) 13. STATIC WATER LEVEL(ALL WELLS) Yield, Time Pumped Drawdown to Time to Recover Recovery to Depth Below Date Method (GPM) {hrs&min) (Ft. BGS) (hrs&min) (R. BGS) Date Measured Ground Surface (FT) 14. PERMANENT PUMP(IF AVAILABLE) 15.NAMEIADDRESS OF PUMP INSTALLATION COMPANY Pump Description Horsepower. Pump Intake Depth (ft) Nominal Pump Capacity (gpm) 16. COMMENTS �N 17. WELL DRILLER'S STATEMENT This well was drilled, altered, and/or abandoned under my supervision, according to applicable rules and regulations, and this re ort is complete and correct to the best of my knowledge. Driller: ^^ 1�2f"o Nz _ Supervising Driller Signature: �1• a- l a Registration #J I 1 6,1 q 1 Firm- V\, 1Y\,L. Date: 9-1c -o!.. Rig Permit#: I Q NOTE. Well Completion Reports must be filed by the registered well driller within 30 days of well completion. HEALTH COPY'BOARD OF HE t 5� Town of Barnstable P# Department of Regulatory Services J h Division Date 3 eresr.8, Public Healt • � 6 9. ,e$ 200 Main Street.Hyannis MA 02601 ArED FM't�' V� Time Fee Pd. Date Sch led ' d.it Su J 'Performed By: x ' .itability Assessment for Se age DisposJL al Au �• f I' '� Witnessed By: � � LOCATION &GENERAL INFORMATION Location Address �_ f Owner's Name 5V/v;q Address Assessor's Map/Parce�: 1 (�— � s,� � Engineer's NamedC,rr yt �,c�Q— UU (� NEW CONSTRUCTI N REPAIR Telephone# Land Use ��`�I r -`K Slopes(90') 5 / Surface Stones et Area Z— ft Drinking Water Well ft Distances from: Open Water Body ft Possible W Drainage Way ft Property,Line —ft Other ft SKETCH:(Strdet name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) /v _ N s.., ('cj?L•� � �Lam—���I '--:� �� 60 51 � rock (geologic) Gf a�we�•lit,�—.__....._: . .. .. pep to Se<l Parent material / Weeping from Pit Face—& Depth to Groundwate.: Standing Water in Hole: Estimated Seasonal Nigh Groundwater � //'i..2 l" rtirtA/n IacQ GC.'Iluv� C�2� pc1b6'6VL4-ll DE RMINATION FOR SEASONAL HIGH WATER TABLE Method Used: U y C i""Ir it ' Ifin Observed standing in obs.hole: �/ in. Depth to agll 1rlotllo+: .-. t:- . Ad Depth to weeping from side of obs.hole: ^'T�t/" —in. Oroundwaler Adjustment .faC101" .�� AcIj.Groundwater Level,,s Index Well# Reading Date: Index Well level j PERCOLATION TES'1' Observation Time at V -- Hole# Time at 6" �_�• I Depth of Perc /0//5 Time(9"-6") Start Pre-soak Time @ - End Pre-soak . t ,.. d9 Rate Min./Inch l �1 Site Suitability Ass-5 smenC Site Passed Site Failed: -- Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back.------=-- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q-.\SEPTIC\PERCFC)RM.DOC I DEEP OBSERVATION HOLE LOG Hole#.�_ Depth from . Soil Horizon Soil Texture Soil Color Soil .d Other Surface(in.) (USDA) (Munsell) Mottling (Stru ture,Stones,Boulders.o Cons�stene 96 ravel = q/'7 �` � D l T Z q r3 L DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other ( A) (Munsell)) Mottling (Struc(u Stones Boul ders. Iders. si enc Gravel) %�Q• 12-� r26-4 DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA)) (Munsell)) Mottling (Structure,Stones,Boulders. Consi4tenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol] Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis6 vel Flood Insurance Rate Map: 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? Y r,. 1 _ If not,what is the depth of naturally occurring pervious material? Certification .I certify that on � (date)I have passed the soil evaluator examination apptoved by the Department of Environmental Protection and that the above analysis was performed by rfte consistent with the iequired training,expertise and experience described in 310 Ch%15.017. Signatur Date �4 QAS EPTIOPERCFORM.DOC No. Fee- BOARD OF HEALTH TOWN OF BARNSTABLE 01pplicat ion-for Veil Conotruct ion Permit A p r Alter or Repair )an individual Well at: icatio is hereby made for a permit to Construct (41), I z L lio n Address Assessors Map and Parcel es Qwnerf Address/ -ZC-22/'-70 Ae-lj Q// 93. 694Z&I-9j" Aw Installer Driller AAdress Type of Building Dwelling Other - Type of Building --------- No. of Persons.-----_..___--__-__ ___. Type of Well Ca pacity---/O Purpose of Well Agreement: The undersigned agrees to install the aforidescribed 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 Certificate .of C mpliance has been issued by the Board of Health. Signed date Application Approved By- V.-j 7- ---------- date Application Disapproved for the following reasons: date Permit No. V 2-0 Issued date BOARD OF HEALTH TOWN OF BARNSTABLE (CertificatrOf (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered or Repaired by---- Installer at t�A&Azl' (�J' 4g��4"S7-;V,0 e6---- ---------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well pro)ection Regulation as described in the application for Well Construction Permit No. Dated-1--3/-Y THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE,WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector ------------------ All ' , Ip No.-�'./ ��r_(� .° ��'°. Fee -f--~- BOARD OF HEALTH -- TOWN OF BARNSTABLE ` Application-forVell Con5truct ion Permit Application is hereby made for a permit to Construct (Pl, Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel . '.�•�,�. 12 adoems- --- ---------------------- f�Ow��ner — Addr.. ---��X c �s7�1'j�_DL� it/S _ Installer — Driller / ` Acfdress Type of Building Dwelling--------------------- --------------------------- Other - Type of Building------___—_____________ No. of Persons------------------ - -__—_______:_ Type of Well-- C� G_ �/'G. -- Capacity - Purpose of Well - --- C - �1�----- 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 �aCertificate .of Cf mpliance has been issued by the Board of Health. Signed date Application Approved�B 9 7-U4___________ — 4 s �f �` date Application Disapproved for the following reasons:—=------------------------ —__________________—__—___—__________ ------- -- --- ----=— - —------------------------------------ ------—----- date Permit No. W 20 n w n y L, — --- Issued---�j /- _ ---------------------------------- date r------------------------- _______..__________________--_________ ___________.:i_ BOARD OF HEALTH TOWN OF BARNSTABLE C ertif[Late ®f Compliance r� THIS IS TO CERTIFY, That the Individual Well Constructed ( &.,-)/, Altered ( ), or Repaired ( ) by— --------- --p - _--- - --- - ------------ Installer ht— u h CA � tt/?✓�ST�l��'«-" --------------------------------------------------------------- as 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.w�6'-Q.VL Dated =---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- -_— --- - —-- Inspector--- - ----------------------------------- - 80ARD OF HEALTH TOWN OF BARNSTABLE Very Construction V1 mit No. I j�()D(o'Oy/ -- Fee-'yS------- Permission is hereby granted—C to Construct (�), Alter ( ), or Repair ( ) an Individual Well at: Street as shown on the application for a Well Construction Permit No.- �0 n_- DLl_l ----- Dated- I — = --- ----------------_--------------- �7J ; S DATE Board of Health r ( _�_ earth for Maplharce�°ri 154007 r r :% arrrryrr//ri�ir//r r .cam<y < om rrr o arc�l urn�b�"e 154007 ,,,,,', ........ . : •' _._.... ���� tine of ntoal Pro ,Y N _ Oir%r USIR@SSdme' ' y Guf�#n(Y.N) r 0 0 r<y�! i /Oi <' r �7 IltRm na11t Rel{ d Gb [ Phone f „�0000000 �+el to sgeTankPerm �� � < rr Gard OA mfl pm IMAM r F �/�� ' � Q���a1ll/#rks a� / PerrTest 1fUeU Permit cort\ctio`ir p P9028 ' W97 49 98 158 �FalelPerm��No ��rYai rr i r/' Ol' ri r� \ \� Issuance Date / Pow 03/17/1998s iia �Eom let�on bate irr `! '` 12/16/1998 r SIZe#f Septcc 'f p lSizeMill o, S r i✓ank° < rrrY 1500 ST DBOX 3 500 CHAM IN 10X30X2 » y iir� a r mappa 154007 Owner SYLVIA SHEILA E ro loc'J 72 CHURCH STREET MOW Y9�" lnn#uatruelAlterr►atEue' ch #i#gy Septf Systems ,�. � �Sngle#r s �yr ��r [uste d `type Se ype Ple add recardsa` delete records? � r ram FROM :down cape engineering inc FAX NO. :15083629880 Oct. 18 2010 08:34AM P9 _ Tww n>t off B�.Ir°ems .1 ,flits'r. /. o 'dry Dvp,ar9t{Ip t( 11e91112tURY Selrvir..es S L%XTWE.AOI.F: $ pfAai. ss f ��� �()ti It+jgin:.[fGel,I-Iyar.LLlB P,9n I!1GO � • Y!lo TJa'-c Schr_.duJaci'` - { Soil l r'�r� a �rl �= t.�`+F °.S' ' r� for t a:��I ; ; �:h,�,.vpos f Parfoi-mad y; in ts'ttJ Ci`. WIulcKacil UJ:: . 1 ie7�� C4✓ Litho :•IddicYS � A.tiacs.vU�'v AnKE�1J'uiccl; �,�T r� Lu�illeer's MKu�c .(_f��„�l v. �PyU f� NBW CCN+ISTRIJC_TLON _ RGPAJI'( c�Te1••.pl i.rur,If �� Q�J'• � ._y]��tl/ Landll,t 4Z — .RVr,I,:.,(ia) � `71�J_•_ Sir-ar..e�Ir�nrs '�� -- . (1isCin[:ry Fiu.tc CI!,`u 11+Rlcr Llady.. -��_ (t PUy91�1^WcI•Flreq f���_lt UrEuking',Nn�.�t•Vfrf1 ��� .I Draillsgo Way. !'/4 _C Pinpe,ty L.htr.. � I i9Ji�D{i'4 l JCJI%{Stm,L.,Fmr.,rlimcnalLnia ur lot' rAnr;(luuutiun.r of Itsl;tcl^s 8r_It;[r.lr.gl:;,InuuL wdadO�s Ili pt'O:dWAY Lu fV �t ,I J 1 Al — �� l.'urnnl malr.ilal'(g.oingic) twffj�4 S�i Al Ucnlll 10130iIMCk J! fh,I,t! lu Otnunrlwaler; Sumrlln-,,Vl`nl,a i,l Hole( L.ati„u(r.a„ea:ou�.l klgh /� It �,}gyp qp''rr7Ir rrrr �.DJLJLE I UP[I14 JI.I0K Ti'4. B.a`EA�tiC�i�tA1, HI(AU YVt`Xrk.'dl 1A IVA'Si.A.!!�I�rE PA r Ilirxl Us tel: 17arp JJ Ltu171 L�Lecrvcwd.Ltudi,tg iu ahs hr lc: � � •....__-.-..,-....__Itr f.:e,,(h to y.,I Pt;tlllMn:.._,`y ,L�f lot Uepat to vreefiing.`rant srEr. ,f r+Ls.hole: dronlLJ+'i',I@-A,4LIAIrrtr.nP W-;Il AAA 1'auaiug Udl.(: Index Wcll tcdul _ Adj.fgdO., Atlf,11ruullc1WuWr L(iml FROM :down cape engineering inc FAX NO. :15083629880 Oct. 18 2010 08:34AM P10 .— �.Q.?h^_ 7CN�iNT t d i<�.T 1��a._tl., ll1V1C'O�_�,'.A�`1[��T�I t_/n/ --- l�x.nlltm Addrene / J •• lJwr.nriE 1lu.itr,. 13 p-7L�LLJ0%j As�rsyur$1�1aPIPF.I'LCI: ��r4r L'n„iuncr's 1V:'�rrr [�v"�/v� (_r�.�J(� .__RFIF'f1iR — .. ---- I"dchhoneH I �--•• .-_---- -ram �ljrts�1ca9 h'nla: (.},nan SVitcrAuriy � —fl 1"=iiL-b,Wr.,'.A,rn ��- ft CflnkingVJhU-.l-Wr_11 fL p I)r711;svc',�ny_ / _ (l I'rgpr.rr,l.li,C /C�� iL Ol,oi.--- - A SKE CH; {SL'esLr aune,di,rr;nsiunu uP'ot,nn.ni:f IC d[10175 OI'leal llole9 n`pr,,rr.lqw;,k1catc WcCuntls'hl Puu,iu,it)Lit ly.Jca; I� 4' Pn,G'If lnst LLrtnl(j!rU1U�,Ir)...(,C'? u��S�"` Ur.plil Lt.RiOCIPr,clr,_�- [hluClu.1varlwitcr; Stardinglvilcr Ill liul+::_ �.._._.:.. ._._... WeeplhFfPol:if':ll�llpr �_•^��., LatlmatcL Seasnual H.gh Clomcdwurci •_ - �• JAL:'1MU&NATIO.N V'OR LSEASQ+NAL Il• H'414 WA TIA TABIAT bele:lntxl Uctt.t r l,aurdW!.l,udiva In ohs hole.: —___ I', per. rlti;i s,7lf nitaNUa- Li. Ur.pth to weeping from aide of oba.Itolr.; -�--.. _ _.111 tJftlnlUl�tiadhP,ArfJ1i•9i1-1Pn1.,.}. -- InrlCk wUu 4�•Ok, Rcudin} lJntc:.lyowG luJcR VJ+II VnG""- � .. n�.rnctNr.l f�J.l'Jrtrufllwat�r Lr-vvl _ ''""/!` 119TRCOLAT•110N TRST Llbsai va lion I-fnit If _... T:ntu 1.t 4'1 Ucpth uP l ur'u Thin nt G" . 5[nrt Prc•s7ak Tin:c E, / '7��'1�� - 9'ilnn('9 _G") --- —•-•-, , End Prc-e,:n.t l _ Rn:r.MlnJlnclt ,5itn SullabiLly r�asesalncn'.; :+ite Pcsar•il_�� SU;�;�I tilh:,l;� ,i�l,llliuunf'I'usliue NucJud(YrL�i) ' U,ih'nnl; Puhlle Il.cullb l71ylsion C)h,crvf i,rtt t-hl'a"aafa'I'ti Be C'•Liulpla[-d cL Bac'k- _ *"If vc.i-coistion teal is to be t,ofuiiacked tivitidu 100' tiff yut;ttldalld,you tIrl .e AiVy the lifir�sst;>IIl1r. �ffrl?C,�''Sr;7f1{t:7.YDuvi�;iul.�:>IP.Itats'6 Min {A) ti4'l:t:lt �rat��-' �Q1 f,9P.�8891B1Il9�. i FROM :down cape engineering inc FAX NO. :15083629880 _ Oct. 18 2010 08:34AM P11 CL•PIis rm,o 3oi1 Ilnrizan �:� @11.r�1,11 �(w _- ---- -•- ---- -._ __ - . hr,il Texlrlrc Ofie�1 ^ur'oce(in.) 8dil Color - _ - - — ;115DA1" (Mifmrr.11) Mnl — fling (JG'It�ft11'C,5fnnc^i liouidcrs, f v �-!z — - - - - - y _ _ 154 — - - -- - _ _ -- __ —�Y __ rre r, —CIE 1+;7fn ',�Z'�t�,.'�i 6I & �:P�IL+' 1�Q� — —— -- —— ————— rhfrar;s $olllinrixnn , - (115DA! ".rrl(_'idor .Spli . P?ci+tllnl,• (-Slru r, _b;�� T� f - -..._ _ •_ r�--•- -' - -- - -- fuT+,S(rr1CII,)7uulder;, [11'eySlL LS 12 r�CPilr f,'um PUP 1(0.4.mr 2UII�l'CgII1rN J.��QIIQir �irl�irr _ - -- - uO;i C.'n7cl; ,iUll nuuldcrs. J bt�ijlti frnrn "nil Tinriznil pilule h Srnfinen(in.) 5+)il TCNIUiC' •-�_.. , Soil CnJrr Sol;_— jI.1.vDA) other — — _ — — _ _ —' � � (MUr7.4C1{) Prl��rtllnN, (Strucru•'c,,S'pnro, Y'lgPr] A6rvcSnU.yc;,ri:nrulhrordnrp Nj, _ S/ I'Virflhr_`,n,)Yrzi bnundnr� fyr,.. _ Ycs,_ Within t n0 Yrrrr f1f10d hnundary ;V.Dr,X)1'9a q��NiD YpCs@�d�r_CWrd•flgy��°tryPa[75 Cf?['jAP - l�n '00F food Of naftIrally"EXCII Tirl n�er•vinrr� FROM :down cape engineering inc FAX NO. :150836213880 Oct. 18 2010 08:35AM P12 r r 7­ SDH'I"15011TPI (UPMA) lI Jh 1t:,J,lh 8, Jni d Horzr'n q011 TftX Lfrp. (in.) %Soil(.,Ljlc)r 0:6DA) U''11LI1, 11(in M9g (3-triviturn.stpnC,', 7­­ 7­ -7- 7— j LUPO( .1nqqb Irn in Cd! Ril u,Ign L'. Ahn,vC500YAHrP0udhnundjry IS/I Withilr WD yrnr bmiridary Yr Within I n0yojr t-jnm bLundsiTy miy Cyfrillibrally iTCLI-ring PO"VIOUR t11At5:'fx1 exist in 111 r1rells t))IRrx%"Vl tivuligilout -Ile 11l't"A pl,opomd 1,or(111.1 sCj;J,1kbqrvP'riii'it syq'tem? 1�rl what 41 (Ile&.Pt4 of h.ntill,311V ru,%;i,in, illp,I.Irrvinlls nljiPt3Y (Trtiflt fh9t it 19ta) L:• d th,-�"L)Ij j�,y 'datinn ap.ornvad L, DO-Partmcnt rf Lf 0 -T,Ila V:�PflsS, qTl-.0 11virl-InlrJuta)3,q)(erd(JA Rnd Olaf the 1bCJv3' 11"J"I ' w-W,perfiiivind hy me cunnktcnt wfth ey KS, sild exj1ttiicnCn rfr.scrilv-d in1:()(1 Li,0 17. n v.turt-, 271� NST TOWN Or" BARr IABLE + A -�T-_ —T r�= = — 50 2Q� cT 22 a s= o -1_ 1T—S `CIA 4 ARCHITECTURAL 6R.ASPHAT 5HINGLE5 L DIVISION ' L 7�'1`�jn u ''--L j I� n'-I I �• r'rL• '_��-j11 L L - �_ 11 I �' J _yll I • I TI�T�71 J _ - __ -_- i - - - —�_.� _ � ' I'L4�..- LI''�rl�y`r`r• !-U-[[LI!� 1r*�r�rT�,-iT',,-y- " �ri'- 'r',' g p r_�� WHITE GEDAR 5HIGLE5-5^WX_-__-__ ._-._—_._----_-_- _-- r -i I!.f III • ,y�,•I�}y� r �� jl i r •!r.-11:1 M1 u '1.4� T.LL.-L .1 _L.1.` J �*LJ} III (' Ll .J J..trLL C p C.'.I II ,�-. _ ..-_....._......._.__..__._..-..___._... ... ______.___._.._....... @ C ... .. _ +I L I r •{ 4•.,I,r 4r-T`4.III I r �i L �I - "'—. 4G r 1-�r4W� 41tir •o IiIIII I 1X5 FLAT CASINGS WINDOWS DOORS I J "(`t .*7. _ _ .11"`IT1'''I- ' '"�iI .1t'. -I I I,,-,T�I •j, �.L.I�_ -; rJ- LL rT'i 8 ------�- -� ------ t-rr'-rt?•-.� 1" r �j r�-L 1 `j'��j I t I�. � � '�- I''i Y' 'I _ � � 1.�' 41 I� �,,i i �A .;.i-ri�-4r•'.u.i �� I-�,i:�.r.�,.—.4-i � C � ._CELL ' l'--r•---J-1 rt�•1,' '-I�t� •1-�1_-Iji T. V —y IH11111111HIIIIIii 11 I,1.;�.:a,-a IIj'TL�+i I I.tiI 1. LI f-7't'JJ. I. C y :,1 1 1 TI 5 w m -s m J W 13 • Q O N 13 V FRONT V1EW - SOUTH (FACES CHURCH STREET) SCALE: 1/4" =1 '-0-- LEFT 51DE VIEW - WEST - v @ @ w i � N U Q fl V - O � v o'3v or 13 @ N N = E 0 } v Lu F'j I I ' O wILI 1.u1 i � I -r1-J 441 �JJ-L' 1 t I I:'• �P'� I;jfl��,.,1 I I LJ. � m Q y � . -'II.I.L� II ,-1. (t �-t 7'.7*``�r -hr-rr•T � --"r I4..u1.a 'm Q ' .r.1.1 1---•L- � 4l y .l ...L- ly�l LJ - 0 r �T jj'rT -4=•I _ r -`rr-7�1J- 4 4, r4'rt-�rL', to a 'y N d" L N L m N F V I I I, II IL4, I ICI I Q`J\ �r� r ®®0® ®®®® 1 _ L'�-�.rl }lu li.1T�ua.,l.t"'•',+1 - _i,: 'ra :.yam-.u. -ir.u- I L _ a-I m o r�1mu 6 I I I I' `L.,lli....l�I �. -,L�i1�1--. �`r ir'J I .LL_ 4i..�L 1 r � J � O �L. 11 � lrL�y.r L.L,L I1{ir T Ill,li ®®®® ®®®® !I I�❑� 4-r� �,-1 r��L.ti*TJ.I..I l�lli- .LL 4.,'T._��J'I� ly j ,'T,77 IILh �I1 L�. 1 wL aS QV L..; �I D��T�I I II ''I�y1 ' i.i, r 74^1�� �`�I" l I�L.1 aI I 1 rIL L, JMill ~ C 41r 1 1 1 N L r ®®® rI ®®® T'r'"�y� 'rT' '7 - -7{ � rY jr-4 O "5 iij! �-;i1 I L j�ll.. I,I Lr L..l, I l J - �_L 1.f L L ; IIlI� 1 1�4 ,J� f''TI' l 1 TLJ-' 11 I`'f- I -I T C:L :i J,Li4 Lj'T(1� 'r' t4' .�1.�,�1.L L r- �,!•� ,'.i.,J;11L! LI JJ ®®®® T ®®®® rllLl 1111 LIT Lr_ L1 I L1!L r L r �I LLL,L.L I1`1 I' RIGHT 51DE VIEW - EAST SOLE: 1/4" =1 '-0" REAR VIEW - NORTH AT REVI5ED 9/22/10 ALL OTHERS DRAWINGS 055OLETE J DESIGNED FOR:FRANKRCH - 50 CHURCH STREET PLANSWEST BARNSTABLE•MA SCALE: DATE: 40'GARAGE NUDORMERS 8 ALLEN B.OSGOOD G.P.B.D AS 51FIOW AUGUSTW10 DECK ' RESIDENTIAL DESIGNER MAP 54-PARCEL 001002 STOCK PUNS CUSTOM HOMES ADOITION5 COPYRIGHT c 1010 _. HISTORICAL REPRODUCTION5 ALL.6 nRESERVED DRAYBNG NO:1 OF 3 PO BOX 135 5AHO-CH.MA M563 PH 50"33-3630 USE OP THESE PiAHB YVTHOUT ' -PERM551OH IS PROHIBrtPD J I _ ——— 3ELTIDeI'AZ 9 nONww . - OUTLINE OF,STAIRS A60YE,. .. - 174' ... I' q0'-0 -40 .;- ..:;. _., .. 1}l0•- _. .... - .- - :�'! ... .. - "I2 V n - 'DECK - ... 77- 9'- 6 1 1 a b a-0 " ` 1 �III1r— UL .0 1L J m III I III. � U UTILI III '1 STEEL BEAMS BY OTHERS K AIM T rxY- 'II IIL/T �111. g I If lll"' 0 m KITS HE-0 a '. e•srwcx rw. NOTE:S/B•'TYPE X'' � I I ... r --.- -. _ 'o ' GYP.'GEILIN65 VI ALL5. ... .III ........-1 - _ § III I BEAMS&UTILITY RM. O - 0 ___y _____ 3369 O O t III I III 1 +'.a a- 9.r p-3 22 A v I I o LIVING BEDROOM ,o 3.- 'GARAGE - III I' m b S I- -------Lr-1o•xlT--5- ------- - -------- ----L L `o = �• . T © m 15'-7•x 14.1" !d b m - a III 31%15'x27'-0 ---- -- -©- r I @ ,llj a 0 1 m o+9 III I III I = I 1 I I a� m UP r III 1I I 1 ^ 4• x' 3' r III I. III s -------- -- - AmcccEssi 1 v 3 a II 43 43 III I III I 3 4 a 7 E g I I I P I LOSE -I toy Q II II 101-1'x3•-Ir � Q � _, III I II I III III III = 3E..W �•-b- 2'.b; FT .rncL Ge.ves vJ ------- OF UF —FOR <q 51 TEP am m — etJ c ri II I — — W o L° r 44e m t - V ' I -. _..•. a rwN ww. .. - .. ... ..: - 40.4. T-10' ao SECOND FLOOR PLAN FIRST FLOOR PLAN 2ao ft w R 218 sq.R I SCALE E c� N LSTM 36 I§TRAP50VER RrpGEQIb"OG O C N 1.15X14•LVL V S1ATH i �SLALE _.. - RIDGE PLATE ASS ROOF EMBLY: Co. I —V - SHEING Wr I LS L 0 V IPA------ I 12 FELT ROOFING PAPER•ANO N QS Y �12 ASPMN.T SWNGLES AS - Ncc 12 b PER MANF.SPECS. - 0 N W N tL IZL n q F 'o I.ro•J I o V � n 'C , 10 ttPY�A PN LA EN LY 5Ts®,E•o.L ( W N d _.__- Ixe 5TMPPING r DROP GFORM$FOR 3'O'DOOY I �- I 0%9NGMN6 ®IbLGVYlO'GYP.'w. 1 p d W RrL. I I I s 5 PAVExr61tlIR9L I �� m p � Q § I I I ALeRwR a. IN sLOPECLS IT— .DECK K4 fwRr 1 I I 1 I L4'Te59uB 1.bweA HNL 1 +L®16'OL HIRUN Gu ERSYSrEH O y r, m 10-TOP OF SALLONY TO w N DROP GFORMS FOR 9'11'DID i? DETER D 4 , 0111R MPH EX 5 `O v EOJ)L AGED HIH.33 10 R,— Ib-GG x14 ® -DL � 1 P. SPECS Z I IA lxlrpi EOLt' .euHcsi eY OrHea9 Fvlzxs cD VENTED lPFli BLDG WIDTH 26' a J m ' I DROP GFORMS FOR 31-DOORWAY 4••I GONLR. Dv ru iH MIH Yi4xb TO .]% RDOOLi r Ru - ♦CAL rvul ASSerIBLY BLDG LENGTH 40' F Q u i �P'OLr BA . "O E UKeb ._._..._ 9 LER3 HOL® Itl•AWOIe•OG.IIS LOx SHPAMING V Lb-FIRERwreDttfex' -- YurYvee wRwPSH0R201rn rnu A5PECT RATIO 1:50 I B.—S rG NIN]D GH05 rNc ' 4vf GL.6 rbNL59 EMERIOR WMLS NOTE:SNewnaNb N GARAGE gue®EDGES I 1 b eewwslpORwrrACHED AFr�Eove —y _ ANCHOR BOLTS 59"Or- W 0-z I I I 36'-V x 26'-H" I I xo e:cRoss BR a E bwR 1 M RH 25' O zt ` I I I I - Pox9 Rea Oae9s r. RT PaIrECEowR 11 Po9 ._-- 9„� Es Z Z 1- s -®wBooz wOooN� 12 I I I I Go„cRnooRHw.4.owew wxc„OR-11w OS® ro -0- 2•-0• I I P-10..v..PJ.F.OR eaufLne 3'x3x:3'91L.MTE9 HOre:r..F:9 ro POLV BwwETO 0..B$LAB ,l'GH6eO.®ST' e:rO.P;9T0 NOTE: Windows will have Min.DP50 rating or I 1i I .. I Be Dere HIR D rH+i xDfGReeS ro o„os.rHK. ac N.u•FROH coR. PrBxL BILL vereRN�xeO I I e HO '"TM — SUB®EDGES _ P 31u sEAL a_FI plywood shutters to be numbered and stored on I I DROPG FORMS FOR 9'01OHD I I �'„d'�Ruxe H vL site with screws I I THICKEN SLAB TO A2•FOR U'JB I I - ° I I II I L' e 94 �t 7 DIY b �, i i' coMFALTEDOa r� w y L° 3I7 - L � trmy 4 unDlsruRBeD soR a a i' �u =I� a�PDrio � i rII r111y,1 1 :r HERS REVISED 9/22/10 ALL OT Sa�Ir \R"Nn GONc From ----- ----------------------e------------ I 5ECTION AA- GARAGE Y`l/LIVE x4K wY DRAWIN65 OBSOLETE -------- —————— LOAD ABOVE (28') -----I ------------------------ DESIGNED FOR:FRANK BRI06E5-BUILDER PLANS 50 CHURCH STREET �U-0 E 1 o WE5T BARNSTABLE•MA i 9LALE SCALE: DATE: 28'X 40'GARAGE"DORMERS i FOUNDATION PLAN ALLENB.o56OODC.P.B.D ASSHOWH AUGUST2010 DECK RESIDENTIAL DE516NER MAP 54-PARCEL 001002 }. 5 I 0 - SLALE L� STOLKPLAN$-LUSTOM HOMES-ADDITIONS ALL. TS cSDID s HISTOWLAL REPROpuLT10N5 ALL RIGHTS RESERVED DRAWING NO: OF PO BOX 735 SANDWICH,MA 02563 PH SO1633-36330 USe OF THESE PUNS vaMOVT _ PERMISSION IS PROHIBITED a OUTLINED STAIRS A00rE N DECK I11'-5'x 9'-9• o " 2 m � N � I TC J O e zreca.vH� NOTE:SIB'TYPE 7c n rTl 1 9 B A_-o O = n GYP,CEILINGS WALLS, I 7 N l6 V -a T "x5 5' IHa III III I = o y i P IVI G BE R OM 3 y 3 m GARAGE ; I9• a•x T- "y cn Y m < I 0 m III I III I = I U s VP P LL. � � V 6 I D3 8 N I �I � a c L N O n V O EN I I I V L N (•— ieP UP step uP - C _ ' I r1A n �+ n— �� v c0 o3q 1 � 1 � '�� N V FLOOR FRAMING DETAIL SCALE: 1/411-1 -011 ROOF, FRAMING DETAIL R _ W v R OOL N @ n > U J c O � z O Ul n N u ul F- N Vim•• O nw y 3 ui O w o ZZ1- V REVI5ED 9/22/10 ALL OTHER5 DRAWINGS OBSOLETE - - DE516NED FOR:FRN AK BRIDGES-BUILDER 50 CHURCH STREET PLANSEST BARN5TABLE,MA SLALE: WEST 1B'X 40'GARA6E WIDORMERS& ALLEN B.056000 C.P.B.D - A59HOWN AUGUST 2010 DECK - - RESIDENTIAL OESIGNER MAP 54-PARCEL 007004 _ - t. STOCK PLANS-CUSTOM HOMES-ADDITIONS LOPi0.1GH1<3010 1 I HISTORICAL REPRODUCTIONS H.I.wGHTS-Se—. DRAWING N0:3 OF r " ` PO BOX 7 3S SANDF'UCH,MA 02563 PH SOb033-3E30 USE OP THe5E PUN9—.OUT PERn5510N 15 P0.0n191Te0 �..,'.iYeBv+Z}.re,. '•s*"P- ----"_'_. r- - �--- -' - - rrrrr�.rul�,or.c;w,wrr•Wa"a na :.. -' , r ,. - J SYSTEM PROVIDE OBSERVATION PORTS WITHIN 3" OF FINISH DWELLING S I JTEM r t i GRADE (ONE EACH rLcW.�- SYS SYSTEM' PROFILE TEST HOLE LOGS SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) -=--�_- LEG EN D TOP FNDN AT EL. 45.0' ' _ 44O ! ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) DESIGN FLOW: _4 BEDROOMS (1 10 GPD) - GPD ARNE H. OJALA, PE 100.0 PROPOSED SPOT ELEVATION I ACCESS COVER (WATERTIGHT) TO ENGINEER: USE A 440 GPD DESIGN FLOW n� 43.6' MINIM WITHIN E" OF FIN. GRADE DAVID W. STANTON, RS SEPTIC TANK: 440 GPD 2 = 880 �; 0 UM .75 OF COVER OVER PRECAST /� 2%; SLOPE REQUIRED OVER SYSTEM 42.1 WITNESS. 100x0 EXISTING SPOT ELEVATION ( 1 2" DOUBLE WASHED PEASTONE DATE: 9/30/04 100 USE A 500_ GALLON SEPTIC TANK __`OR `IRS LEVEL S �w Jam' PROPOSED CONTOUR 42.0 1500 FOR IRST 2 41.2' PERC. RATE _ < 2 MIN/INCH LEACHING: PROPOSED FT c, 100 EXISTING CONTOUR NSA GALLON SEPTIC 41.42 I 10829 ,�� , SIDES. 41.67 o CLASS SOIt_S P# T LOCUS TANK (H- 10 ) GAS 40.82' 40.78' BOTTOM: 41 x 15 (.74) = 455 -;• BAFFLE 40.99' o000 ---- A-Bgo o.5a' 40.2' �� TOTAL: 615 S.F. 455 GPD ( 3'3% SLOPE) \_6" CRUSHED STONE OR MECHANICAL $ QUICK 4 INFILTRATORS ELEV. ELEV. COMPACTION. (15.221 [2]) 1 2 Ch'C/ USE 41' x 15' LEACH FIELD OF 2 ROWS OF 9 „ Q Q 40.5' RAN DEPTH OF FLOW 4 1 1 , „ p 41.7 p QUICK 4 INFILTRATORS EACH, WITH 3' STONE` TEE sizEs: ( % SLOPE) ( 9• SL)IL) 3/4 TO 1 1/2 DOUBLE WASHED STONE - A A �% SrREEr AT SIDES, 3.3' BETWEEEN ROWS AND 2.5' AT ENDS INLET DEPTH = ' 10" --�� ' LS LS qA F A OUTLET DEPTH = 14" 5' 9„ 1OYR 4/3 1OYR 4/3 i 12" ti� S�EEr LEACHING B ��- soARn o>i HEALTH FOUNDATION- 10 SEPTIC TANK 43 -- D BOX 6' FACILITY LS �T B 6 MA 1OYR 5/6 APPROVED DATE 24 39.7 - SL USE ADJ. WATER AT ELEV. 35.2' Cl 10YR 5/6 LOCUS MAP SCALE 1" = 2000' PERC FS 60" 35.5' PERC . 2.5Y 6/4 C PROVIDE C.I. AC COVER WAT RTIGHT TO , CESS E GARAGE SYSTEM (S E M 84 COVERS T RA OVE S 0 GRADE 7 P 4 PCL." MA 15 ASSESSORS SO RS TA S BARNST ABLE WITHIN 6 OF FIN. GRADE _ NOTE. >330 GAL. RESERVE F77 MCS & PROVIDED IN PC C2 GRAVEL ZONING DISTRICT. RF ALARM AND CONTROL PANEL MINIMUM YARD SETBACKS: TO BE INSTALLED INSIDE RUN PIPE LEVEL FRONT - 30 ft. FOR FIRST 2' MCS & 2.5Y 6/6 SIDE/REAR - 15 ft. BUILDING. ALARM TO BE ON INV. IN 39.50' SEPARATE CIRCUIT FROM PUMP GRAVEL 2" PRESSURE LINE • TO DRAIN BACK TO PC TEE- FLOOD ZONE: C ALARM ON to TEE SLOPE , 29.5' FLOAT WEEP HOLE 40.82 2.5Y 6/6 132" oes WATER LO SWITCH 1500 GAL. MIN. 40.99 SETTINGS: " PUMP ON • THIS SIDE CHECK VALVE o 1 8» , 5 WORKING RANGE 4 OF BAFFLE MYERS CB DH o 3 30.2 156 27.5 5" -- 6't t/a• S BMERSIBLE 4/10 HP PUMP 6" CRUSHED STONE OR MECHANICAL FND PUMP OFF 12" SYSTEM (OR EQUAL) COMPACTION. (15.221 [2]) NGWE 000 rp Y GAS 6• BAFFLE DO BAFFLE J GROUNDWAT-:R ADJUSTMENT DATA: ' o WELL: SDW 2' 3 NOTES: 2500 GAL._ H-20 SEPTIC TANK PUMP CHAMBER COMBINATION . � �°cg ZONE: B (NOT To SCALE) LOT 2 ADJ: 5.7' APPROX. NGVD • 1. DATUM IS ._,:.. WATERPROOF 93,085t s.f. 2.13 cc.) UPLAND NOT AVAILABLE 2. MUNICIPAL WATER IS BUOYANCY CALCULATION: PUMP CHAMBER SET TO PUMP 55 GALLONS/DOSE, 4 TIMES/DAY 23,400f s.f. (0.54 cc.) BOG 2500 GAL. SHOREY H-20 TANK WGT: 28000 LBS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. UPLIFT. 3 x 11 x 6 x 62.4 - 12355 LBS (OKAY) 116,485S.f. (2.67ac.) TOTAL R ALL PRECAST UNITS TO BE AASHO H- 10 . TOWN OF BARNSTABLE .CONSERVATION 4. DESIGN LOADING FO - �0� (EXCEPT FOR 2500 GAL ST/PC COMBINATION . WHICH IS H-20) JOINTS TO BE MADE WATERTIGHT. 5. PIPE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. , ^ N 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE �P # \ USED FOR LOT LINE STAKING. z I SYSTEM TO SCH. 40-4" PVC. 8. PIPE FOR SEPTIC #3 OVERGROWN 9. COMPUNEN 15 tvU i TO Br= r�.��,�.r ILLw OR CO;..,Ef=,LED WITHOUT Q, INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED G.� CRANBERRY ,' r FROM BOARD OF HEALTH. i TOWN OF BARNSTABLE CONSERVATION iO�y #4 BOG 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE , #5 , . .LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR ELEV.=38.2t' TO COMMENCEMENT OF WORK. ,- TI TLE 5 SITE PLAN PROP. WELL ♦ �� OF LOT 2 CHURCH STREET yF ♦ # IN THE TOWN OF: , 68 Cv (WEST) BARNSTABLE > 300' TO SEPTIC SYSTEM PROP. t \ � WORKSHOP t. #9 \ tl #15 PREPARED FOR: FRANK BRIDGES 11 #1\ c'� - \ 30 p 30 60 90 L�9 #11 / #2- --� #14 5' REMOVAL OF U UITABLE SOIL #13 SCALE: 1° = 30' DATE: OCTOBER 19, 2004 REQUIRED AROUND PERIMETER S�• LEACHING FACILI DOWN TO - - SUITABLE SOIL L R. REPLACE AZT 39 WITH CLEAN MED. SAND. •� 0 ITS. oF>� CM37 \ROP k ��.1` HAyFARNE o�, N CJA No.26348 PROP. ,, ,QaF , Oar 0 E GARAGE X 2 ZCZ7(p / SLAB AT EL. \ PROP. DWELL N 42.0 �1 �\`FSF \ c 2 TOP FNDN ARN H. OJALA, P.E., P.L.S. DATE / /,� / 45.0' 3� o � N' \ �k zo ?/7 PROP. 2500 GAL H-20 - --, TH1 SEPTIC CHAMBER COMBINATION ATION 2� I ary MP �� w 15 GARAGE ^� \O� w 0 q' / s / SLAB EL. Z / \ / 43.0' ��l• �`,P 10' TDH p� � 10 --- -- --- --- -- Uvvr . PrQQT7G. w TH 2 _ GO N IQ- 42 FO�� o � 5 i fox 508 362-9880 off 508-362-4541 h' 0 40 <�� D 25 50 75 100 ( own Cape engineenng', inn. ' CAPACITY - GPM ,`O CIVIL ENGINEERS BENCHMARK: STAKE/TACK PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP AT ELEVATION 39.7' LAND SURVEYORS 9 -939 main st. yarmouth, ma 02675 06-056 o T T L� SEPTIC DESIGN: GARBAGE DISPOSER Is NOT ALLOWED ) „ SYSTEM PR FILL TEST HOLE LOGS (#1 & #2) LEGEND ( PROVIDE MIN. 20 WATERTIGHT 4 1 1 O GPD 440 GPD C.I. ACCESS COVERS TO FIN. GRADE (NOT TO SCALE) PROVIDE OBSERVATION PORTS WITHIN 3" OF FINISH DESIGN FLOW: -_ BEDROOMS ( ) ONE EACH ROW AccEss COVER (WATERTIGHT) TO GRADE ( ) ENGINEER: ARNE H. OJALA, PE 100.0 ELEVATION� o�PROPOSED SPOT ELE USE A 440 GPD DESIGN FLOW� TOP SLAB AT EL. 44.0' . WITHIN 6" OF FIN. GRADE � \ 43.6' MINIMUM .75' OF COVER OVER PRECAST /� DAVID W. STANTON, RS _ 2% SLOPE REQUIRED OVE SYSTEM 42.1' WITNESS:. o POT ELEVATION: SEPTIC TANK: 440 GPD ( 2 ) - .880 MIN. 8' 100x0 EXISTING S :. 1500 COVER RUN PIPE LEVEL DATE: 9/30/04 100 USE A ---- GALLON SEPTIC TANK PROPOSED CONTOUR 1500 FOR FIRST 2 2 DOUBLE WASH PEASTONE -� LEACHING: PROPOSED 41.2 PERC. RATE _ < 2 MIN/INCH STD oJ� 41.91' o o = oo o = FF o CONTOUR N A GALLON SEPTIC 41.46 0` o I 10829 =o 100 EXISTING C SIDES: / 41:71 TANK (H- 20 ) GAS o0000 40.74' 40.70' o CLASS SOILS P# 00000�� LOCUS BOTTOM: 41 x 15 (:74) = 455 o BWFFLE 40.91 0 .*:o.so' � 8 6„ SUMP oogo 0 00 40.2 1 455' 6" CRUSHED STONE OR MECHANICAL 12" MIN. INT. DIM, o000 000 TOTAL. 615 S.F. GPD 2 ( % SLOPE) COMPACTIOIN. (15.221 [2]) QUICK 4 INFILTRATORS ELEV. ELEV.. USE 41 ' x 15 LEACH FIELD OF 2 ROWS OF 9 WITHIN 41 X 15 FIELD QUICK 4 INFILTRATORS EACH, .WITH 3 STONE D OF FLOW 4 ( % SLOPE) ( a SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED STONE 0 41.7 0 40.5 Cy � ` AT SIDES TEE SIZES: sss 3.3' ' BETWEEEN 'ROWS AND 2.5'..AT ENDS u DEPTH �� NOTE. s INVERT STREET INLET DE A A i� (CUT INFILTRATOR INVERT LS LS 14" ACCORDINGLY) , F OUTLET DEPTH. - � 5 91, 10YR 4/3 10YR 4 A 3 10' LEACHING g 12 �� STREE � FOUNDATION SEPTIC TANK 55 D BOX 6 T BOARD OF HEALTH �J FACILITY LS MA 0 € 10YR 5/6 APPROVED DATE r �`� � 1 24" 39.7' SL - � t u USE ADJ. WATER AT E EV. 35.2' C1 10YR 5/6 `1 LOCUS MAP SCALE 1„ 2000' PERC FS 60" 35.5' - --•-- . 2.5Y 6/4._ PERC C 84,, ✓ BARNSTABLE ASSESSORS MAP 154 PCL. 7 " 00 , MCS & o GROUNDWATER ADJUSTMENT DATA: C2 GRAVEL ZONING DISTRICT: RF • � WELL: SDW 253 MINIMUM YARD SETBACKS: a ZONE: B MCS & I /) FRONT 30 ft. GRAVEL 2.5Y 6/6 - SIDE/REAR - 15 ft. ' 00 ADJ: 5.7° �� d 132 OBS WATER 29.5 - FLOOD ZONE: C Y 2.5Y 6/6 _ m 30.2 156 a 138" Ce/DH 27.5' FND NGWE NOTES: 1 . DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. NNq. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 LOT 2 TEST HOLE LOGS (#3 & #4) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 93,085t s.f. 2.13 cc.), UPLAND ARNE H. OJALA, PE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENGINEER: ENVIRONMENTAL CODE TITLE V. 23,400E s.f. (0.54 acc.) BOG DON DESMERAIS, RS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE ' 116,485s.f. (2.67ac.} TOTAL WITNESS: TOWN OF BARNSTABLE CONSERVATION DATE: 8/27/10 USED FOR LOT LINE STAKING. _mow 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. < 2 MIN/I�PERC. RATE = 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT " I 13031 INSPECTION BY BOARD OF HEALTH AND PERMISSION 303 0, SS ON OBTAINED > � CLASS SOILS P# FROM BOARD OF HEALTH. N 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE �1P # LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR - - __�:._ _-4-- _ - - _T0-C4)MM -NCFMENI w�?RK: __ _.._ 11. NO POTABLE WELLS EXIST WITHIN 150' OF PROPOSED SAS I _ #3 OVERGROWN 3 4 CRANBERRY 0„ � ELEV. ELEV. 41.5' 0" 41.5' p� #4 BOG A A , � �� TOWN OF BARNSTABLE CONSERVATION 0 p #5 LS - LS ELEV.=38.2f' � � • / 10YR 4/3 10YR 4 3 �� O ♦ 12" 12" : #6 40 1; TITLE 5 SITE PLAN B B OF EXIST. WELL 50 CHURCH STREET Np� �� % ♦ #7 0.31 SL SL E ♦ #s 11OYR 5/6 10YR 5/6 ^�� F ♦ \ IN THE TOWN OF: 1 k 30" _39.0' ' 30" 39.0' BARNSTABLE> 300 TO SEPTIC SYSTEM 1 3 ( WEST) .6,I 1 #g r_ PERC #10 40.94 1 #15 39.80 C C PREPARED FOR: FRANK BRIDGES 1 Fp 39 0 �Fr FS .S 30 0 30 60 90 • . � #11 �9 #12 #14/ �o Z #13 -- 39.34 2.5Y 6/4 2.5Y 6/4 , IR SCALE: 1 = 30 DATE: OCTOBER 19, 2004 I � 5 REMOVAL OF ON (TABLE SOIL OU ED I sj• AROUND PERIMETER OF LEACHING FA ITY, 126" COBS WATER 30•5' 126" OBS WATER 30.5' DOWN To SUITABLE SOIL LAYER. REPLA REV. 7/29/2O1 O WITH CLEAN MED. AND, TO MEET ♦ REV. OP. DRIVEWAY ♦ f�2 E 8/31/10 / SPECIFICATIONS OF 310 CMR 15.255(3? 132 27.5 132 27.5 REV. 10/15/10 (hse #) rSH OF MA �ZN OF MA SS9c DANIEI_A. DANIEL GN OJALA A. o u CIVIL OJALA \ a No,46502 No.40980 �♦ 'off \ �d � �P / PROP. BLDG O�. ♦ a ss\o a / SLAB AT EL \ ♦ 3�10 U V �p. GROUNDWATER ADJUSTMENT DATA: / / < DECK ° �`� , A. , . .,DANIEL A OJALA PE r ° � � � � DW 253 P.L.S. DATE ZONE: B 4 r ADJ: 1.5' (AUG) CD 0 NOS / 42 TH 2 O� N 42 C.� off 508-362-4541 fox 508 362-9880 c�P O� 0 4o down cape engineering, Inc. A? CIVIL ENGINEERS BENCHMARK: STAKE/TACK AT ELEVATION 39.7' LAND SURVEYORS i �9 939 main st. , armouth ma 02675 y 06-056