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HomeMy WebLinkAbout0995 MAIN ST./RTE 6A(W.BARN.) - Health 5(\ - - 995 Main Street/Rte 6A ti West Barnstable . A = 155 - 033 h � II ZT �f M 1 F 1 No. 4210 1/3 BLS! ESSELTE 1 oaio 0 0 0 0 CERTIFICATE OF ANALYSIS Page. 1 . Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 .Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ED#: 0213213-01 Description: Water-Drinking Water Sample#: 1321301 Sampling Location: 1 Service Rd W Barnstable. Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB:IC Lab Nitrates <0.1 mg/L 0.1 10 EPA 300.0 01/22/2002 LAB: Metals Copper , <p,1 mg/t_ 0.1 1.3 3M 3111B 01/23/2002 Iron t16 mg/L 0.1 0.3 SM 3111B 01/22/2002 Sodium 21 mg/L 1.0 20 SM 3111B 01/22/2002 LAB:Microbiology Total Coliform Positive P/A 0 Absent . P/A 01/22/2002 LAB: Physical Chemistry Conductance 207 umohs/cm 1 EPA 120.1 01/23/2002 pH 7.5 pH-units 0 EPA 150.1 01/23/2002 Note: Sample has higher than average level of Sodium. Those on low sodium diet may wish to contact physician.The water may 1 also present aesthetic problems(taste,odor,staining)due to iron. a . 4 i f a Superior Court House, P.O.Bog 427, Barnstable,,MA 02630 Ph: 508-375-6605 I - CERTIFICATE OF ANALYSIS Page. 2 Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#: 0213213-02 Description: Water-Drinking Water Sample#: 1321302 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS MDL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane - BRL ug/L 0.5 EPA 524.2 01/30/2002 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 01/30/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 01/30/2002 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 01/30/2002 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 01/30/2002 - 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2,4-Trichlorobenzene . BRL ug/L 0.5 70 EPA 524.2 01/30/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2-Dibromoethane(EDB) BRL ug/L. 0.5 EPA 524.2 01/30/2002 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 01/30/2002 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 01/30/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 .1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 01/30/2002 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 01/30/2002 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 01/30/2002 4-Chlorotoluene BRL ug/L, 0.5 EPA 524.2 01/30/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page. s CERTIFICATE OF ANALYSIS 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, Na 02601 Laboratory ED#: 0213213-02 Description: Water-Drinldng Water Sample#: 1321302 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 Benzene BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 I Bromobenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromochloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromoform BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromomethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 01/30/2002 Chloroethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Chloroform 2.2 ug/L 0.5 EPA 524.2 01/30/2002 Chloromethane BRL ug/L. 0.5 EPA 524.2 01/30/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 01/30/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 01/30/2002 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Dibromomethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 01/30/2002 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 01/30/2002 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Methyl-tert-butyl ether BRL ug/L. 2.0 EPA 524.2 01/30/2002 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Naphthalene BRL ug/L 0.5 EPA 524.2 01/30/2002 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 01/30/2002 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Styrene BRL ug/L 0.5 100 EPA 524.2 01/30/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I • op>ti Page: 4 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory ACIi� Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#: 0213213-02 Description: Water-Drinking Water Sample#: 1321302 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 Toluene 0.9 ug/L 0.5 1000 EPA 524.2 01/30/2002 Total gylenes BRL ug/L 0.5 10000 EPA 524.2 01/30/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 01/30/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 01/30/2002 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 01/30/2002 Note: Approved By: c. . (Lab Director) Z Ig1ZOO-a Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph:508-375-6605 TOWN OF BARNSTABLE LOCATION _ �.� 6 /L .�it,SrEWAGE # �' VILLAGES Q,B ' �®�/l/W�+ ASSESSOR'S MAP & LOT S 03 r INSTALLER'S NAME & PHONE NO. v y �15 766 SEPTIC TANK CAPACITY I SOO 14- 10 LEACHING FACILITY:(type) 900 (size) It I Q0"-A 02 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER O OWNE 2�- DATE PERMIT ISSUED: 0 DATE COMPLIANCE ISSUED: J© VARIANCE GRANTED: Yes No �� 4 � t. V :� • ":+. .-may'. J� ' NO. -� 7 THE COMMONWrEALTH OF MASIACHUSETTS FEE BOARD OF HEALTH 7097iC/ — OF - APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (�) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location owner's Na e /S5 �3 X54,xZ ✓S T Map/ arcel# Address 3�2- r1At3 �3�z -61Or73 Lot# Telephone v�1 .Frr i.�cc-vr Installer's Name 2 A� Desig s•Namea c1 r 1W Address Address grey -� _�f1 Telephone# Telephone# Type of Building: �"�S/�/t�c cep/r/��.�t�. Lot Size� � 2 z Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building o No.of persons Showers ( ), Cafeteria ( ) Other fixtures i Design Flow(min. required) Z -f gpd Calculated design flow 2`f S gpd Design flow provided ' o gpd Plan: Date a 7 :g, Number of sheets Revision Date Title cSilr /- cSRA-ft;-a- ��-'p'�I a'� 1l' j- �1 Description of Soil(s)�"o/'E ✓ Soil Evaluator Form No. // Name of Soil Evaluator�A 4 A,14 Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in oration until a Certificate of Compliance has been issued by the Board of Health. Signed_ r )-" L Date r FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 NO.- 7 Z' THE COMMONWEA-LT-H- F' �ACHUS TTS� F E BOARD OF HEALTH ' %'JJA1OF �L�`f�SYli ble-o, APPLICATION F(At'I OSA SY 9iiSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ) R air ( ) Upgrade (1) Abandon ( ) ❑Complete System ❑Individual Components Location �j Owner's Name Map/Parcz �� Address t / 3b � r►K3 �3�z -l��73 Lot# Telephone q ' Inslalle'r's Name �J_ Design r`Name Address {. ' Address p Telephone# Telephone# '' `/ e 2 Sq.feet Type of Building: YDS/�✓G�� ce /� ,',LSE._— 'r r LoI Size / 1, Dwelling—No.of Bedrooms . Garbage Grinder ( ) Other—Type of Building Go !��No.ofspersons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 2 gpd Calculated design flow gpd Design flow provided -1—gpd l Plan: Date � Number of sheetsl / ;:' Revision Date Title .S .iX ,r`S�A-1-4 c : Description of Soil(s) i.-Si r .y���..✓ �. Soil`Evaluator Form No. // Name of Soil Evaluator 99 e de 1'e-\ Date of Evaluation •�-/ �/- DESCRIPTION OF REPAIRS OR ALTERATIONS 1 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate;of Compliance has been issued by the Board of Health. Signed r , V ' Date �D//�/ .-I�sliee-ti'o�cs O f FORM.1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. �y THE COMMONWEALTH OF MASSACHUSETTS FEE &KIP11)"At BOARD OF HEALTH CERTIFICATE OF CO�JPL'IANCE- Description of Work: ❑ ;Individual Component(s) ' ' , ©Complete System The undersigned7e -e y certi�-that IT?Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by. c^ ; at �l�r �/�lG...r J a�. J• � �,Jib�C has been installed in accordance with the provisions of 310 CMR 15.00 Title 5) and the approved design Tans/as-built plans relating to.application No. Zdated " �- 5' Approved Design Flow D (gpd) Installer e ' Designer: Inspector / Date �- - The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96'. No, yZi THE COMMONWEALTH OF MASSACHUSETTS FEE '/ I3c �J hr BOARD OF WEALTH DISPOSAL �(�SYSTEMrepair NS T RUCTION PERMIT Permission is here ranted to Construct ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 7,9�. &a,ti.�., lai. Q.r s7,1W,/a0 as described in the application for Disposal System Construction Permit No. //- 67 �- dated�d�-/- Provided: Constructions all be omp ted within three years of the date of this ��iocal conditi must t. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 • FORM 1255 (REV 5/96) H&W HOBBS' WAR.FJ1.��*' PUBLISHERS- BOSTON TOWN OF BARNSTABLE LOCATION SEWAGE # 7g- Z VILLAGE f Q /1JV1l�,+ ASSESSOR'S MAP & LOT . 033 INSTALLER'S NAME 6z PHONE NO. �3 766 SEPTIC TANK CAPACITY I Soo 14` 10 LEACHING FACILITY:(type) S- 900 (size) It �► 40�x o2 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER f BUILDER O(OWNj� ;� nQ�/►�. DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No c III CD FEB-19-2002 10:26 15w362?103 I f11�.5 F'.bl QM-Ar=L rOFL 'sry�s'4' •: F 0.$tag�.'_r'"g�,����$LE..1.yL�0�6s0 Zde�ti�,neie�tf � ::-FbB� mix Am8-'r!i 10: DATE• � '��`"� ZDcr— do • ¢. } } } �. li! ' t 7' .T •} lip 'a' *1 it .1, '► tc f RD. JUC�N4f • FEB-19-2002 10:26 15083627103 15083627103 P.02 CERTIFICATE OF ANALYSIS Page: , Barnstable County Health Laboratory Report Ddcd: Ov19=2 import Prw,�asred For. � Bayberry Building Co Order Number. G0213447 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#. 0213447-01 Dmeri w.det-vrinians w.sor 5anpie S: 13 W 9nm ee i.otetlon: I Service Rood.west Dm#4w Cove d: 02/I4/m CoUcckd by: Aaee Frye Received: OLt3/M Test Parameters ITEM RESULT UMS MDL MCL Medwd# Tested LA& Mkrobiology Total Coliform Absent CFUnoOmL 0 o MF 021)an002 Approved By: .� (Lab Director) 9/Zanz Superior Court Howse, PO.Box 427, Barnstable, MA 026M P6:508-375.6605 TOTAL P.02 r Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ED#: 0213213-01 Description: Water-Drinking Water Sample#: 1321301 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB:IC Lab Nitrates <0.1 mg/L 0.1 10 EPA 300.0 01/22/2002 LAB:Metals Copper <0.1 m9/1, 0.1 1.3 SM 311113 01/23/2002 Iron 1.6 mg/L 0.1 0.3 SM 311111 01/22/2002 Sodium 21 mg/L 1.0 20 SM 311113 01/22/2002 LAB:Microbiology Total Coliform Positive P/A 0 Absent P/A 01/22/2002 LAB: Physical Chemistry Conductance 207 umohs/cm 1 EPA 120.1 01/23/2002 pH 7.5 pH-units 0 EPA 150.1 01/23/2002 Note: Sample has higher than average level of Sodium. Those on low sodium diet may wish to contact physician.The water may also present aesthetic problems(taste,odor,staining)due to iron. Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 of CERTIFICATE OF ANALYSIS Page. 2 Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#: 0213213-02 Description: Water-Drinking Water Sample#: 1321302 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 oliected by: A Frye Received: 01/22a002 EPA 524.2- Volatile Organics by GC/MS ITEM RESULT UNTTS MDL MCL Method# Tested LAB. GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 01/30/2002 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 5241 01/30/2002 1,1,2,2-Tetrachloroethane BRL ug/1. 0.5 EPA 524.2 01/30/2002 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 1,1-Dichloroethane BRL ugtL 0.5 EPA 524.2 01/30/2002 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 01/30/2002 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2,3-Trichloropropane BRL ug/l. 0.5 EPA 524.2 01/30/2002 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 01/30/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2-Dibromoethane(EDB) BRL ug/L 0.5 EPA 524.2 01/30/2002 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 01/30/2002 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 1,2-Dichloropropane BRL ug/L 0.5 EPA 5241 01/30/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 1,3-Dichloropropane BRL ug/L 0.5 EPA 5241 01/30=02 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 01/30/2002 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 01/30/2002 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 01/30/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 f CERTIFICATE OF ANAL Page. 3 PSIS ¢ Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#: 0213213-02 Description: Water-Drinking Water Sample#: 1321302 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 Benzene BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 Bromobenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromochloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Bromoform BRL ug/L. 0.5 EPA 524.2 01/30/2002 Bromomethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 01/30/2002 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 01/30/2002 Chloroethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Chloroform 2.2 ug/L 0.5 EPA 5241 01/30/2002 Chloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 01/30/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 01/30/2002 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Dibromomethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 01/30/2002 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 01/30/2002 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 01/30/2002 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Methyl-tert-butyl ether BRL ug/L 2.0 EPA 524.2 01/30/2002 Methylene chloride BRL ug/L, 0.5 5.0 EPA 524.2 01/30/2002 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Naphthalene BRL ug/L 0.5 EPA 5241 01/30/2002 p-Isopropyholuene BRL ug/L 0.5 EPA 524.2 01/30/2002 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Styrene BRL ug/L 0.5 100 EPA 5241 01/30/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 a 3 CERTIFICATE OF ANALYSIS Page. 4 Barnstable County Health Laboratory Report Prepared For: Report Dated: 02/04/2002 Order Number: G0213213 Jaques Morin 300 Bearses Way Hyannis, MA 02601 Laboratory ID#: 0213213-02 Description: Water-Drinking Water Sample#: 1321302 Sampling Location: 1 Service Rd W Barnstable Collected: 01/22/2002 ollected by: A Frye Received: 01/22/2002 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 01/30/2002 Tetrachloroethene BRL ug/1. 0.5 5.0 EPA 524.2 01/30/2002 Toluene 0.9 ug/L 0.5 1000 EPA 524.2 01/30/2002 Total xylenes BRL ug/L 0.5 10000 EPA 5241 01/30/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 01/30/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 01/30/2002 Trichloroethene BRL ug/L 0.5 5.0 EPA 5241 01/30/2002 Trichlorotluoromethane BRL ug/L 0.5 EPA 5241 01/30/2002 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 01/30/2002 Note: Approved By: (Lab Director) Z Iq/L00 t- Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I I G e TOWN OF BARNSTABLE LOCATION 77 45- )A S f.- SEWAGE # Y'76 VILLAGE td tg-rk-s-6A P ASSESSOR'S -MAP & LOT/� 3 INSTALLER'S NAME'.fp PHONE NO. e VC'_ O�C G l SEPTIC TANK CAPACITY /GUO Sh LEACHING FACILITY:(type) /000 Q& (size) 3 t sicm,P NO. OF BEDROOMS PRIVATE WELL OR BUILDER OR OWNER ?Qf W SUPIJ91/s DATE PERMIT ISSUED: r DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No l0 p r _ big 14 1 � 2L � 1 J 1 IJa9 12500-P R ........ .. f & APPROVED I S� — Fas....m 8 � "ttml Depenment h a� THE COMMONWEALTH OF MASSACHUSETTS OARD OF HEALTH TOWN OF BARNSTABLE Apphration for Diripagal Wi ork.5 C owitrurtion Errant Application is hereby madep for a )'�rmit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sy tem at � �G��lC �ll�' �� L� ---- ----•-•---•- -•--•••--••-...---••--------------•••---•----------•-----•--•----•---------......-----•........--- ocat�on-:\ 3res or Lot No. t- .. . tip .. --------------•--........... O,cncr ------------------------------Address Installer Address d Type of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms... ....................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) p' 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. 3 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gi, Test Pit No. 2.................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 -----------------------------------•-------------------------------•-•------•-•-•---.........................---.......----•----....._............•••--.-•--- 0 Description of Soil.................................................................................................. -----....-------------------------------------------•--••------...... x U •••••••••------•--•.......•--•-••...................•--•-•--•••-•-•--••-••--•••-•-•---•---•---••-••••••-•-•••-•-••---•••-•-••--•---••-••--•-•---•••---•--•-•--.......--•••••-----...................._.. W •••................•-------.....---....---•----•••-----•------------------------------••-•-••......---••-•.........-- -- = ••--•- UNature of Repairs or Alterations—Answer when applicable........... 1_ t .._..."' _.......... .Y�.��1................ -•------•-----------------------------------------•---------------------------------------------•---•••--••••••----•-----.......•---••-•---•--••----••--•-•-•-•--•••---•-••-•............-•-•-••--...... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Co —The undersigne fur r agrees not to place the system in operation until a Certificate of Compli e s en issued by o of e th. Signed .... .. .. ... .. ........ .............. �.�.v Date.................................:...... Application Approved BY - J---- ....c�....-'.ci `t*e. .....` --- ............. Application Disapproved for the following reasons: ............. .._.... . .................................................................................................. ....... .... .............................. .................... PermitNo. ------ .. ......... 70.......................... Issued ................................................................... Dace No........................ J - Fizs.. THE COMMONWEALTH OF MASSACHUSETTS 11� BOARD "OF HEALTH TOWN OF BARNSTABLE Applirntiou for, Db3p vial Wi nrk,6 Tonfitrnrtiun ranfit r' Application is hereby made for a Permit to `Construct ( ) or Repair ( ) an Individual Sewage Disposal System at �y) M c� S-� 7-� _ 5 ............. ---•--. ..... ----------------•--. /. oration-:\ 1117 or Lot No. /, } /,� O�.ncr t .r- I Address w ��'`* � k v�-— - r------ -- -------------------- T e of Building Ic starer Size Address Type ......................:....S feet !, a Dwelling No. of Bedrooms.-_-_________________•_-----------------Expansion Attic ( ) Garbage Grinder ( ) d YP g q• i 04 Other—Type of Building ..................... ...... No. of persons---------------------------- showers ( ) — Cafeteria ( ) p' =Other fixtures -------------------------------•--••---.......-- d ' w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacitv............gallons Length................ Width.........I----- 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 ( ) r '~ Percolation Test Results Performed b .............:............ Date---:.................................... Test Pit No. I................minutes per inch Depth of Test Pit.............. f:�Depth•to ground water......................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit"._.__..______::___ Depth to ground water........................ a ' ..f�....................................................................... DDescription of Soil....................................................................................../----. --- ........................... ) L� W ----•---------------------------------•-----•-•----•--------------------------------------------------------------- v4_4 ;..---- .............. .............--•------••-. U Nature of Repairs or Alterations—Answer when applicable--------- .-(, '_._.._ ......... ....................... ti •---•---•----------•--------•------------------------------•---•--••----------------•---•-•-•--.........-----••-=-------------------•-----------------------------•---------------------............---• 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 undersigns furter agrees not to place the system in operation until a Certificate of Compliaface as - en issued by bo of P,e lth. Signed ..... .......... .. ... _..�..-. ..----------- ............. .................... ...............-----.............:...... Dale Application Approved BY ------------- - - _e..hj....... Dal Application Disapproved for the following reasonr: . .. - - ............. .. ..-. ................--- ........................................................... ...... ........ . ............................. - . ......._.......................... - .................................................. - p Dace PermitNo. ! 3 -..../7.0----------------------- Issued ....................._........................._........... . Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE I! (1ertifirate of C�nmplia re THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( �) by ............. --------- ... ---------------------- ......... ........-------------------------------------------......---------------------------------.----------- / I,^ Ins,allcr at has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ....... .: .^.._y...7.e1_.--- dated .............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................1. - � ......�.��........._ ._............._.... Inspector . _............. _....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH q� TOWN OF BARNSTABLE �in��a�nl nrk� �Cnn�tr�rtuan �rrnti� Permission is hereby granted-------- ._f_ tp ........ Jl-----------------------------------------•-------------------------••------- to Construct ( ) or Repair )' an Individual Sewage Disposal System at No............ h-q �'?T 1 cJ ..... 1h .�t PR 9P Street 9 UU77 as shown on the application for Disposal Works Construction Permit No. _..1-/----- Dated........................................... Q� 7 ------------------------------------•-----• Board of Health DATE......... ------...---•---•-=-�.r_. FORM 36508 HOBBS Q WARREN,INC..PUBLISHERS o � - J No. ---=---------- Fee--*I--'�--------------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[icationArVell Con0ructionPermit Application is hereby made for a permit to Cons uct (0, Alter ( ), or Repair ( )an individual Well at: Sys 'w'q/iv Ccfns ------------------ - - - �_ —-- �, �ss _- z _—---_-_--- Location — Address Assessors Map and Parcel Owner Address Installer — Driller Address Type of Building v Dwelling--------------------------------------------------------- Other - Type of.Building------------------------------ No. of Perrssons--------------------- �, ---------------- /22 Typeof Well--------------------------------------�---- Capacity -------- -------------------------- - Purpose of Well--------- U m _- ------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate . f Compliance has been issued by the Board of Health. Signed -- --------------------------- ------------- -----------------date Application Application Approved By ----------------------------— — ------ date Application Disapproved for the following reasons: --------------------- ------ ------------ -- - - - date Permit No. ---------— —— -- Issued--- -- - - --- ---— ----- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THIS IS CERTIFY, at the Individual Well Constructed ( Altered ( ), or Repaired ( ) by- g - - —----- ----------------------------------------- -- - ----- - ---------- Installer at-- ---� ^-- �— --- —---------- — 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. ------)q--�-'�------; -Dated— --;,, bb THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- ---- ----- —-- -- Inspector----------------------------------—-- - --—- "rr"IrC.:.a.w��f.�'�''�/W"�1.5^��✓�.'7+'�.nl�t' �rN�L.�'�..'-'�`r�'Y'—W�"��j�"'h���r"�Y�''�'4s�rr"`+t,�.Y,r�gw�q �F-•"r�?�7v; ��•r+^•{�'!.rl'�I��11sV'f�`�''ti��.w�.�..Fv..- ,. t-"1^k f 7 -- _ i ----� R t i s =--No. --------=- Fee-2-4 ,P BOARD OF HEALTH TOWN OF BARNSTABLE - J Application_*rlVell Con0ructionPermit Application is hereby made for a permit to Construct ( tj, Alter ( ), or Repair ( )an individual Well at: pee ze ` Location — Address __-Assessors Map and Parcel p Address Owner 1 . S"-AZ qc'( &4// �2iG_critg_�FrL o2� 'e'�rxm 5 - Installer Driller Address Type,of Building Dwelling----------------------------------------------------------_-- Other - Type of Building-------------------------------- No. of Persons----------------------------------------------- Typeof Well--------------------------------------------------- Capacity----------------rJ--------------------------------- -- Purpose of Well....-..... u Agreement: 1 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 s place the well in operation until a Certificate Compliancep has been issued by the Board of Health. ~ Signed —— ��-`ate y_------ date Application Approved. By- ----- =—-- ---- --- - --_— -- - date Application Disapproved for the following reasons:-----------------____---_------------------------- ---------------------------------------------- date Permit No. ---— —--- Issued------------------------—-- ---—---------- date I s :�.,...,.�.��..o....�.. �..,•.....,.�®.,ems-.�.....e��:.��..�,�,. f . BOARD OF HEALTH TOWN �OF BARNSTABLE., Certificate ®f Compliance -THIS IS TO,CERTIFY, T at the Individual Well Constructed ( , Altered ( ), or Repaired Installer at- -- --— ---- -- - ----- -------- =------------------------ has been installed in accordance with the provisions 4 the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well.Construction Permit No. ------9-------- Dated 4 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. THEY ELL -------L -------—--- ——: —— Inspector--- - `------=------------------------------------------------ BOARD OF HEALTH TOWN OF BARNSTABLE Ve[C Congtruction Permit No. _ Fee- =S-A---- Permission is hereby ranted- QS rv)0A _ to Construct ( (-);Alter ( ), or Repair ( ) an Individual Well at: N o. - - --c11��-- �" S":_Mel 1�----- -- ------------------------------------------- --------------------------------------------------------- Street as shown on three application for a Well Construction Permit No. - - --1- -- ---- —- - - Dated---�J /_3 - - -- ------------------------------ _�.` -- ------- - --- - - - ------------_ ...._...- Board of Health DATE---- - -- -- ----- ENVIROTECH LABORATORIES, INC. MA CERT. NO.:H HA 063 449 RTE. 130 SANDWICH, NA 02563 509(999-6460) 1-400-339-6460 { FAX(509)999-6446 Aw CLIENT. Peter Surdelin LOCATION: 995 Rte 6A ADDRESS: PO Box 771 W. Barnstable MA 02668 W. Barnstable MA 02668 COLLECTED BY., DWD SAMPLE DATE: 3-18-98 SAMPLE TIME: 12:30 WATER SAMPLE TYPE: New Well DATE RECEIVED:3-18-98 LAB I.D. #: 983342 WELL SPECS.: 4"PVC/25/75 RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 3/18/98 pH ' pH units 6.5-8.5 5.93 4500 H+ 3/18/98 Conductance. umhos/cm 500 101 120.1 3/18198 Nitrate-N/Nitrite-N mg/L 10.0 0.11 4500-NO3 E 3/18/98 Sodium mg/L 28.0 11.7 200.7 3/18/98 Iron mg/L 0:3 -014 -i- _. -200.7 �� 3/18/98 Manganese mg/L 0.05 200.7 `. 3/18/98 Volatile Organic See attached report:, Compounds Chloroform ug/L 100 1.8 524.2 3/20/98 COMMENTS: Low pH indicates high corrosive characteristics. YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. } r Date Ro ald J. S ri Laboratory irector - <=less than >=greater than TNTC=too numerous to count r r FROM LAPUCK LABORATORIES PHONE NO. 617 923 0301 Apr. 06 1998 02:07PM P2 LAPUCK LABORATORIES,INC. ENVIRONMENTAL T131STING WASTE WRIER DISCHARGE SO Hunt Street TINTING Watertown,MA 02172 FOOT)ANALYSIS (617)923-0300 CHIiMICAL ANALYSIS FAX(617)923-0301 FOREiNSIC:TESTING UTORT LAB NO. 60509 Mr.R-on Saari NVIRO'11"'M LABORATORIES,JNG Sample Itecrive d-03/20/98 449Rou_te 130 •Gli:siitI.]).: &Vkutcxili Simdwich)MA 02.563 Srunple 1.11:91IS342-S nd6lin Tral ArmA(si v fqp i19 oks•Aph.(ulgA) - tln',�C Method#524.2 llenzeno ND 1,2-Dicbluropropanc: ND BrcomolK:ll m-m N1) ND l3r<oyiio1-4llororat-111tmo ND 2;L1)ic]ilorol,mps;nc NJ) 13ror,iodicl;lorarneil,tin(: NU ND Bromoform NI) CiK 1,S•Dirlilcrroprol,<:n,: ND 13rornroynoehal,(! NO NI) N-1iut.yl Ilenrn)-w ND 1 tlsyll,rnzc:nr. NJ) Sc.al3.ucylJ3�,zfa,e ND ND `l.'er(-Butyl Bonzeno NI) ND Gurboti'1.'etrachlurido ND P-lsoprcpylt.oluene ND Chlorobenvene ND Methyl Chloride NO (1,11orcK4lau,e ND Naplithaler,r.. NE) (:Ixlorc,forrn 1.8 N•Propylhenrene ND ("'hlorcu,;elbrine ND Sty rove. ND 2-C'Moroibluenc -N1) 1,1,1,`L'1'etrarEilorai;NiNne NJ) 4-Cldorotcduene, ND ND 1,2 Dil cwriu:�3:(:�lalwculxopuno NI) Tatroohlorodieue ND Dibromomediane- ND 'I(duorsa ND 1,2-0l hlcrokxmnznno NI) 1,2,31'richlom1mivenc, ND 1,a Dirlilamlx:narr�,: NJ) 1,2,4-TridJorolx mono NI) 1,4•Dichlorubenzoisr, ND 1,1,1•Trieliluroethar,e ND Dihromocdilorornethnne ND NJ) 1,2-Dilvorr+oelhanc (EDD) NJ) NJ) lAdtloroMuorometlmW -Nt) 'hicdtlororthnrie ill) 1,1-Di,:}slomothane ND 1,2,37iichlompropane ND 1,2-J)ielz(oruatl,u.nc:(ElW) Nll NJ) l,l•Dichloroetl,e;leno ND 1;3,5'l'rirnca}syll:,c;rsccuc ND (:ii,1 2.1?ichlr,rrK.t.l,ylenP Nl) Vinyi(chloride NJ) _I'r�� l: :I?ical7lc�rvcr}iyleii+�— ND N.D. -Not 1)eir,c:.te.,d Arxdyaits Dat,;:04/01/911 ` Modiod Detection Limit -0.5 ug/L I;e,r�ve:rtt�f.-ut..$llrn?�;°�sr 1,2-Diehlor6lxruett,d4 110 V Br0mnlltsor0lx:nWl-le 110 ar es Font:enar08a,Lab Mstllage•. Tor4•itia k, ('nr>Irirl6fla Crfhsr.rnr V/ gSSES50RSMAPNO: FORM 11 - SOIL, VALUATOR FORM Page 1 or 3 PARCEL NO: "3!2 ''� '► P Date: f , No. Commonwealth of Massachusetts , Massachusetts Soil Suitabili Assessment or On-site —Se a Dis osal Datev Performed B -- ........... . ........... .............. ... ............ .... ....... Witnessed By: Y� owner's Nome. Lmation Address or—. 2 Address,rand Z'"LP 64a7�La/ Te1ePMrc 0 M t55'p 33 ew Construction Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Soil Ma Unit 4c-- . Publication Scale I i .tJ P Year Published ��- --- p 1 0,, Drainage Class S Soil Li 1tZt ons Sir. % Surficial Geologic Report Available: No ❑ Yes Year Published Publication Scale 1,, Geologic Material (Map Unit) f ..�Z................................................................ ... . �.. . ... � � srrtS Landform Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes ®` - Within 500 year flood boundary No []Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: ... ................................................................................... National Wetland Inventory Map (map unit) ................... Wetlands Conservancy Program Map (map unit ................................ ............................................. ................... Current Water Resource Conditions(USGS): Month Range :Above Normal SNormal ❑Belcw Normal ❑ Other Referen ces Reviewed: DEF APPROVED FO"I-12/07/95 FORM 11 - SOIL (EVALUATOR FORN Page 2 or 3 �Location Address or Lot IJo. 0 On-site Review Deep Hole Number �- Date: 3`lg Time: %6-11 ALV'k Weather Location (identify on site plan))� � ,,�pp Surface Stones N Land Use Wo c4 Q"'% Slope M t.7a Vegetation '"`Q �o�(G :.....:.... :.. . .. Landform Position on landscape (sketch on the back) Distances from: feet Open Water BodyNCI-A" feet Drainage way Possible Wet Area I�+ feet Property Line 16 . feet Drinking Water Well feet Other :.::....::......... DEEP OBSERVATION HOLE LOG' Other Soil Texture Soil Color Soil Gravel) Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, Depth from Soil Horizon b'k A- Siff Leo-k Z�SYch, it -tz� cZ K45"a Zrgy��y rZo—t Zv- 4.2 b�(� wh-wt W`UL312 -- �" q-zLt Srt� z,sy57y Lvo.wl �rs�(73 LS-�zo �Z ► z.sY�/� Parent Material(geologic) COvI QG f` Depthtoftdrock'-3 Death to Groundwater: Weeping from Pit Face: Standing Water in the ole: Estimated Seasonal High Ground Water: ZS 4 DEP APPROVED F0101-12/07/95 i 1 •k 1 X \ r ' xI 4 a 4 FORM 11 - SOIL, LVALUATOR FORM Page 3 of 3 oca lion Address or Lot N o. 1�1� Determination for Seasonal High Water Table Method Used: 'Depth observed standing in observation hole t28°� inches R Depth weeping from side of observation hole _ •�. inches ❑ Depth to soil mottles inches ❑ Ground water adjustment .r....... feet Index Well Number NIA-.... Reading Date ................ Index well level .... . Adjustment factor ..... ..... Adjusted ground water level ... ... ........................ II Occurring Pervious Material' Depth of Naturally Does throw feet of naturally occurring pervious area proposed for the s materialoil absorption in all areas at least fur y observed9 If not, what is the depth of naturally occurring pervious material? Certification I certify that on __ (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. W` D Signature Date DEP APPROVED FOM-12/07/95 FORM 12 - PERCOLATION TEST Location Address or Lot No. COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test` Date: ...®3\1�1��e Time:, Observation Hole # � Depth of Perc Start Pre-soak End Pre-soak Time at I2"Time at 9" Time at 6" Time (9"-6") Rate Min./InchSs Niinimum of i percolation test must be performed in both the primary area AND reserve area. Site Passed Pq Site Failed ❑ ..............................................................................................:......................................—_................_. Performed By: .A,2,u Witnessed By: � !E Comments: DEP APPROVED FORM-12/07/9S LEGEND T.O.F. AT EL, 37.0' SEPTIC PROFILE TEST HOLE LOGS NOT ALLOWED ACCESS COVER TO WITHIN G' OF FIN. GRADE (NOT TO SCALE) OG VP SEPTIC DESIGN: (GARBAGE DISPOSER IS ) ACCESS COVER (WATERTIGHT) To ARNE H. OJALA P.E. �• P �� �~ �' 100.0 PROPOSED SPOT ELEVATION 4 440 ENGINEER: V•�Q`? DESIGN FLOW. __ BEDROOMS 110 GPD - GPD wrrHlN �" OF FIN. GRADE 36.0' E. BARRY (BOH) 440 DESIGN , 36.0 MINIMUM .75 OF COVER OVER PRECAST 2x SLOPE REQUIRED OVER SYSTEM WITNESS: 100x0 EXISTING SPOT ELEVATION USE A GPD DES GN FLOW 7, 3-19-96 100 �: SEPTIC TANK: 440 GPD 2 880 \34.5 Fa" FIRST 22' r DOUBLE WASHED PEASTONE DATE:PROPOSED CONTOUR (-) - < 2 MIN/IN IN MED. SAND PROPOSED 3 MAX. PERC. RATE _ �` R USE A 1500 GALLON SEPTIC TANK GALLON SEPTIC 33.93 -- - 100 = -- EXISTING CONTOUR LEACHING: 33.93 33.66' 1 & III 8667 CLASS SOILS P# TANK (H- 10 ) GAS 32.97'+ O� SIDES: SAM 2(39 + 10.83) 2 (':74) 147.5 BAFFLE 33.14 CDC) 0 0 a IO 0 0 O 0 0 .0 0 39 X 10.83 (.74) 312.5 2 32.83 0 0 0 0 0 0 0 0 0 3 O SIDES 'A p BOTTOM: ( % SLOPE) ��' CRUSHED STONE OR MECHANICAL O O O C� O 0 R �>, 460 - � 49 COMPACTION. (15.221 [2)) 30.83 ELEV. ELEV. w 2' 0aoo CI = C:I0 0 1 TOTAL: 621 S.F. GPD DEPTH of FLOW a 1 1 4 35.96 36.54' ( % SLOPE) ( % ,LOPE) on 0" USE (4) 500 GAL. LEACHING CHAMBERS WITH 3' OF TEE SIZES: 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE E5 �1111CHST , INLET DEPTH � ' " �LOAM LOAM L OtAMA 5 6 STONE AT SIDES AND 2.5 AT ENDS 1g" 9 1L A 3/2 " 1L A 3/2 OUTLET DEPTH 9 LEACHING 5.54' SILT LOAM SILT LOAM LOCUS MAP SCALE 1" 2000' FOUNDATION- 16' SEPTIC TANK 79' D' BOX 16' FACILITY 24 z.SY 5/4 24" 2.5Y 5/4 ASSESSORS MAP 155 PARCEL 33 HOARD OF HEALTH ® �� ® ® ZONING DISTRICT VB-B ® YARD SETBACKS: MA APPROVED DATE ' FRONT = 40' ;� 25.29 LT LO LT LOA 2.5Y 6 3 0 ® 2.5Y 6 ® SIDE 30' 58" 31.13' 68» op 30.87' REAR = 30' PLAN REF. - PB 447 PG 51 PERc AT 66• FLOOD ZONE: C CGE TC �T MED. SAND MED. SAND MHB FOUND 7TJ ����` 2.5Y 6/4 2.5Y 6/4 4y E. ALFORD AUGENSTEIN ° ^� ��� �� 120 25.96' 120" 26.54' LA STEPHEN L. BATES ' 8 �� 902 6 C3 C3 " SILT LOAM SILT LOAM , a DEED BK. 10180 PG. 346 \� lg9• 1 �� 128 25.29' 128" 25.87 wqC 64 OF \92 1 k 0) WATER WEEPING AT 126' -0- EXISTING \. L4 \ No ADJUSTMENT USED DUE TO IMPERVIOUS NATURE OF SOILS BENCHMARK: USE TOP OF � 1 FOUNDATION O ELEV. 42.4 DWELLING Sr E wAC `� �`7� Aq EXIST. WELL EXIST. WELL �"�°c --- f : VERY APPROX.) NOTES: _ 41�` o o �o L •`:. ABANDON �i 4. 13 O ASSUMED FROM QUAD cV / EXIST. SEPTIC 1. DATUM IS NOT AVAILABLE ��. f�AIRK�NG 2. MUNICIPAL WATER IS N C 40 1101 i� 3. MINIMUM PIPE FLITCH TO BE 1/8" PER FOOT. 1 � /� �'� / 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 �o W �o, 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 01 +----� / /1 l ENVIRONMENTAL CODE TITLE V. -39--- EDGE OF CLEARING/TRf /LIt>iE f ��� ' 7. THIS PLAN IS FbR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. ' • �. �/ / �� _ 8. PIPE FOR SEPTIC SYSTEM TO SOH. 40--4" PVC. PROP. NEW WAT' 9. rOMPONENTC ,NbT__TO BE BACKF'ILLED OR CONCEALED WITHOUT / 1 SERVICE ENSRECTION BY BOARD OF HEAL`I`li AND ;� rvII5Si0N UBTi�fryED -- x_,_.. FROM"BOARD OF HEALTH. 10. CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE I � � 14" ASH � , / i t EXIST. WELL - �o �\ % ' W LOCATION" OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 3 / TO COMMENCEMENT OF WORK. ^1 ROBERT N. OLANDER EED BK. 2220, G. 74 S TE AND SEWAGE PLAN 20"�AA HERRY OF 990 ROUTE 6 A JOSEPH THOMAS � �._,. � DEED BK. 611 PG. 85 IN THE TOWN OF: - (WEST) BARNSTABLE PROP. W � ROP.WELL O-� EXIST. WELL DWELLING I I PREPARED FOR: SHARK C[� REALTY TRUST T.F.s37.0' �A- M �/ / 4 30 0 30 60 90 - i / DECK _ 'S�1 y \ T' �' " , I l/� s "�� rs0� SCALE: 1 = 30 DATE: . MARCH 4, 1998 LOT AREA ( 1 H. #1 UPLAND AREA 150,375t s.f. 26" PINE )0S, tiN 0f WETLAND AREA 850f s.f. T.H. 2 MAJ � I1H OF M TOTAL AREA 151,225 s.f. # �+ AIRHNE s�T AANE HCyc OJALA v �, (3.47 ac.) No, MARY K. & JOHN A. IRWIN 5' REMOVAL OF UNSUITABLE SOIL �� DEED BK. 8735 PG. 223 �. 0 L.S. REQUIRED, DOWN TO MED. SAND DATE LAYER. REPLACE WITH CLEAN Q MED. SAND VACANT ) o� �b t f*1 Z p off 505-3112-4541 v fax 505 362-0650 ._ I I down cape engineering, inc. SEPTIC CIVIL ENGINEERS AREA LAND SURVEYORS �A' <\ ! 939 main st. yarmouth, ma 02675 1 i i SEPTIC DESIGN: (NO DISPOSER) j LEGEND DESIGN FLOW: _1 _ BEDRM," ( 110 GPD) = 110 GPD SEPTIC PROFILE OFFICES 1200S.F.@75 GAL./1 OOOS.F.=90 G/DAY T.O.F. AT EL. 37.0' A,HOLE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) TEST`' j 1 O LE LOGS 100.0 PROPOSED SPOT ELEVATION STORAGE 600 S.F.@ 75 GALT 1000S.F.= 45 GJDAY Q�o OTAL= 245 G./ DAY ACCESS COVER (WATERTIGHT) To ARNr.. H. 'OJALA, P.E. I P 44Q f 36•0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 36.0' ENGINEER: I Co i 100x0 EXISTING SPOT ELEVATION USE A GPD DESIGN FLOW 2% SLOPE REQUIRED OVER SYSTEM C q 100 SEPTIC TANK: 440 GPD 880 WITNESS: E B��RRY (BOH) �'Bq <p 6 PROPOSED CONTOUR ( --) - RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE - - 34.00 3-19-96 USE A 1 500 GALLON SEPTIC TANK FOR FIRST 2' DATE: - 100 - -- EXISTING CONTOUR PROPOSED 1500 < 2 MIN/IN IN MED. SAND :3' MAX. LEACHING: 33.50 GALLON SEPTIC 33.25 33.0' PERC. RATE 2(39 + 10.83) 2, .. (.74) 147.5 TANK (H- 10 GAS 32,43 I & III 8667 Coo k, SIDES: - BAFFLE 32.60 ��o �_ CLASS SOILS P# vA of 39 X 10.83 (.74) 312.5 OOO � O oaoa s 0 32.29 F73' 0 SIIDES BOTTOM: - 1.8 oaao o aaaa 460 ( % SLOPE) �6" CRUSHED STONE OR MECHAf�iCAL= O O 0 O 0 30 29 �F TOTAL: 621 S.F. GPD COMPACTION. (15.221 [2]) �$ 2' O 0 0 0 O = = 0 O o 4' 1 g o� ELEV. ELEV. USE (4) 500 GAL. LEACHIN CHAMBERS WITH 3' OF DEPTH OF FLOW = ( 1 % SLOPE) ( % SLOPE) Q 4 EXIT CHURCH TEE SIZES: 10" 3 4" TO 1 1 2" DOUBLE WASHED STONE 35.96 36.54' 5 s sr v STONE AT SIDES AND 2.5' AT ENDS / / 0' 0' INLET DEPTH = 0 & A 0 & A -I- OUTLET DEPTH = 19" LOAM Y, ' _ LOAM LOCUS MAP SCALE 1" = 2000' BOARD OF HEALTH 9 10 YR'3/2 9 10_YR 3/2 EXIST. WELL FOUNDATION- 28 SEPTIC TANK 65 D' BOX 16' LEACHING 5.0' B B ASSESSORS MAP 155 PARCEL 33 APPROVED DATE MA SILT LOAM SILT LOAM I FACILITY 24' 2.5Y 5/4 24" 2.5Y 5/4 ZONING DISTRICT: VB-B .. I YARD SETBACKS: FRONT = 40' 2'5.29 c1 C1 SIDE = 30' SILT LOAM SILT LOAM 2.5Y 6/3 2.5Y 6/3 REAR = 30' AGE ,rrrj PLAN REF. - PB 447 PG 51 MHB FOUND (� 58 31.13 68 30.87 FLOOD ZONE: C (NON FLOOD HAZARD AREA) f� PERC AT 66" GROUNDWATER PROTECTION OVERLAY DISTRICT : AP E. ALFORD AUGENSTEIN ��i \ /QT O�� a & `'' S/ H C2 C2 SITE IS NOT IN AN A.C.E.C. n STEPHEN L. BATES �E �38 V/S/ON ,902 t! MED. SAND MED. SAND m \ 2.5Y 6/4 2.5Y 6/4 LOT COVERAGE S.Q. F.T. PERCENT OF TOTAL 0- DEED BK. 10180 PG. 346 /99 kW 'ARk. Existing building 1 ,022 0.7% C0R` DRf sf P.K. 120" 25.96' 26.54' Proposed building 1 ,380 0.9% �42 ° q�k rn \ eC.,37.0o�fC _ 120 Total 2,402 1 .6% -I- XISTING c _ �� c3 c3 WELLING SILT LOAM SILT LOAM Total impervious lot coverage 1 .6% C. 1838 - p 128' 25.29' 128" 25.87 EXIST. WELL I 7 NDON S T �A�F EXIST. WELL TON �� \ENT / --1• 'WATER WEEPING AT 128" EXISTING � NO ADJUSTMENT USED DUE TO IMPERVIOUS NATURE OF SOILS -41 0 0 �� / I 4 GRAVEL PARKING 4 13 NOTES: TO BE RECONFI ED �, E T. SEPTIC / `� �. ASSUMED FROM QUAD lb 1 1 . DATUM IS ; , 2. MUNICIPAL WATER IS NOT AVAILABLE 4� / �^ \ / I �o 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ro 5. PIPE JOINTS TO BE MADE WATERTIGHT. 3 EDGE F CLEARING/T E I E / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. / I 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE s � ) / USED FOR LOT LINE STAKING. �, / 4 PV 6 / • OVERFLOW 8 PIPE FOR SEPTIC SYSTEM TC SC,H 40 C -= Y`� COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 9 AREA. PF�O?05tD - -iGN . , D- . >F u r..� r,NI _nQ �1lkIC r , n IIVJY'LI IIVIV UY uVF1RV Vr i,�r1_ ir iu .v I LAN .. I 14. ASy / GRAVEL DRIVEWAY . _ _ EXIST. WELL / & PARKING FROM BOARD OF HEALTH. j 10. CONTRACTOR SHALL BE RESPONSIBLE 'FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR ROBERT N. OLANDER TO COMMENCEMENT OF WORK. 36 / DEED BK. 2220 PG. 74 11. UNDERGROUND ELECTRIC SERVICE TO BE LOCATED / ,r( IN ACCORDANCE WITH APPLICABLE REGULATIONS. i PRQpos I JOSEPH THOMAS r 1 `qr£R tEo ` 20" A 12 AW) I SITE AND SEWAGE PLAN DEED BK. 611 PG. 85 `,, y I I PROPOSED ( -� I OF � DNGLEEFAMILY � o lI EEC ST. WELL -'�- EXIST. WELL �-^-� _ 1 995 ROUTE 6A DWELLING AND ci (13" , PINE-) PROFESSIONAL r 18 E� / IN THE TOWN OF: OFFICES 1 / (WEST) B A R N S T A B L E - \ �,�. T.F.=37.0' / �C20'*"1'INF,� / Ao PREPARED FOR: SHARK CITY REALTY TRUST �.�1 -2�NE�/ DECK .� // • 3%CIROWN PETER A. SUNDELIN AND NANCY R. TRAFTON, TRUSTEES 6' MIN. GRAVEL DRIVEWAY 995 RTE. 6A >k'.BARNSTABLE T.H. #1 �� /, / 508-362-6873 / 1" = 30' AUGUST 7,1998 rev: AUG. 19, 1998 (move s.t.) 26" SCALE: DATE: ov.e/J/ouj Pkrk1,w7 9�� � 6 SALLIE L. MOORE T.H. #2\\ TYPICAL SECTIOr4- DRIVEWAY 30 Q 30 60 90 EDi TH E. KAURANEN PARKING AREAS TO BE 6" GRAVEL 5 Removal of any unsuitable DRIVE & PARKING T'0 FOLLOW EXISTING GRADES DEED BK. 1088 PG. 172 soil is required around the MARY K. & JOHN f,. �RWIN perimeter of the soil adsorption �`tM OF 4( system down to med. sand c �� may, `A OF Mq layer. Replace with clean medium P DEED BK. 8735 PG. �_23 �� ERNE H. �y� t�'� ARNE s��y LOT AREA Sand. ��� s a ( VACANT ) OJA r DA TE NAl Up0 UPLAND AREA 150,375f s.f. �^ WETLAND AREA 850f s.f. �`V TOTAL AREA 151,225 s.f. '� (3.47 ac.) I M to O M O O --1 � D off 508-362-4541 i z O fox 508 362-9880 down cape engineering, Inc. JOEL P. & DARLENE A. DWYER CIVIL ENGINEERS DEED BK. 4583 PG. 334 LAND SURVEYORS SEPTIC > 939 main st. armouth ma 02675 C AREA F,p 0 Y ' JO_9�# 95-406