The URL can be used to link to this page

Home My WebLink About1613 MAIN ST./RTE 6A(W.BARN.) - Health 1613 Main Street (W:Barnstable) ,-A= 106-24 i o V i t J f �pE gAj 'm Page: 1 CERTIFICATE OF ANALYSIS �cHus°� i Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/19/2003 Order Number: G0323556 John Wass P O Box 553 West Barnstable, MA 02668 Laboratory ID#: 0323556-01 Description: Water-Drinking Water Sample#: 2355601 Sampling Location: 1613 Route 6A West Barnstable Collected: 11/18/2003 Collected by: E Meehan Received: 11/18/2003 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB:IC Lab Nitrates 0.13 mg/L 0.02 10 4500-NO3 11/18/2003 LAB: Metals Copper <0.1 mg/L 0.1 1.3 SM 3111B 12/01i2003 Iron <0.1 mg/L 0.1 0.3 SM 3111B 12/01/2003 Sodium 9 mg/L 1.0 20 SM 3111B 12/01/2003 LAB: Microbiology Total Coliform Present P/A 0 Absent P/A 11/18/2003 LAB:Physical Chemistry Conductance 101 umohs/cm 1 EPA 120.1 11/18/2003 pH 7.0 pH-units 0 EPA 150.1 11/18/2003 Note: Recommended maximum contamination level exceeded due to Coliform Bacteria.Retesting is recommends& ��8b1SN�b81-1b�H O NM0l Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page:...2 . Barnstable County Health Laboratory Reuort Prepared For: Report Dated: 12/19/2003 Order Number: G0323556 John Wass P O Box 553 West Barnstable, MA 02668 Laboratory ID#: 0323556-02 Description: Water-Drinking Water Sample#: 2355602 Sampling Location: 1613 Route 6A West Barnstable Collected: 11/18/2003 Collected by: E Meehan Received: 11/18/2003 EPA 524.2- Volatile Organics by GC/MS ITEM RESULT UNITS MDL MCL Method# Tested LAB. GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/27/2003 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 11/27/2003 1,1,2,2-Tetrachloroethane BRL. ug/L 0.5 EPA 524.2 11/27/2003 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 11/27/2003: 1,1-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 11/27/2003 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/27/2063 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 11/27/2003 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 11/27/2003 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 11/27/2003 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 11/27/2003 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 11/27/2003 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/27/2003 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/27/2003 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/27/2063 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/27/2003 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/27/2003 Superior Court House, PO. Box 427, Barnstable, MA'02630 Ph 508 375-6605 CERTIFICATE OF ANALYSIS page: 3 4• \9ACHti Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/19/2003 Order Number: G0323556 John Wass P O Box 553 West Barnstable, MA 02668 Laboratory 11D#: 0323556-02 Description: Water-Drinking Water Sample#: 2355602 Sampling Location: 1613 Route 6A West Barnstable Collected: 11/18/2003 Collected by: E Meehan Received: 11/18/2003 Benzene BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 Bromobenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 Bromochloromethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Bromoform BRL ug/L 0.5 EPA 524.2 11/27/2003 Bromomethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 11/27/2003 Chloroethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Chloroform ,\3. ug/L 0.5 EPA 524.2 11/27/2003 Chloromethane BRL ug/L 0.5 EPA 524.2 11/27/2003 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 11/27/2003 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 .11/27/2003 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Dlbromomethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 11/27/2003 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 11/27/2003 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 11/27/2003 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 Naphthalene BRL ug/L 0.5 EPA 524.2 11/27/2003 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 11/27/2003 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 Styrene BRL ug/L 0.5 100 EPA 524.2 11/27/2003 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i CERTIFICATE OF ANALYSIS Page: 4 cKus.� ` Barnstable County Health Laboratory .. Report Prepared For: Report Dated: 12/19/2003 Order Number: G0323556 John Wass P O Box 553 West Barnstable, MA 02668 Laboratory ID#: 0323556-02 Description: Water-Drinking Water Sample#: 2355602 Sampling Location: 1613 Route 6A West Barnstable Collected: 11/18/2003 Collected by: E Meehan Received: 11/18/2003 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/27/2003 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 Toluene BRL ug/L 0.5 1000 EPA 524.2 11/27/2003 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 11/27/2003 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 11/27/2003 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/27/2003 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/27/2003 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 11/27/2003 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 11/27/2003 Note: Approved By: (Lab Director) Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph 598w375-6605 No. ------------------- Fee----- ------ BOARD OF HEALTH TOWN OF BARNSTABLE Zipplicat ion-for Well Con5tructionpermit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: Location - Address Assessors Map and Parcel ---T IVZZW Ss -— — -- Al — Owner Address ------- Installer - Driller �----- __----- Address -----__--__-___— Type of Dwelling— ----- -— — -------------- Other - Type LofLBuilding-- -------------- No. of Persons------------------------------ Type of Well Purpose of Well----------------- -----— Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. S' d v%�!!-— ------ — ---tea`3 ,. — ��d� e Application Approved By ——---------—— ---+ -� �'� date Application Disapproved for the following reasons: --------- ---- — ------- ------------- - / / date Permit No. 3- �! ---- Issued---- -�` v� - - - --- - ------- - - - — - date ---- ---- - BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (-), Altered ( ), or Repaired ( ) by-- — _lam_ / /%t/q ---. -- - Ins`tall er at4 GUI ,caN Q� ------- -- ---------------- --- --- --- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ----------------Dated----- --------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-—--- --- --- -- Inspector------------------------------------------ -o S No. Fee- --ems-- - -- -_ __ ------- _ BOARD OF HEALTH TOWN' OF BARNSTABLE 0pp[icationArVell CongtructionPermit Application is hereby made for a permit to Construct; Alter ( ), or Re�jair ( )an individual Well at: -------------------- -- -- ----- �- Location — Address Assessors Map and Parcel Owner Address El;�it/� __,O.tOi�iit/T — -- --— Installer — Driller Address Type of Building /'Dwelling— _—-___ -- ---- - Other - Type of Building------------1 No. of Persons----------------------- Type of Well Capacity----------------------- Purpose of Well--- ------- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. dilate Application Approved By ------ —---— ----�"-� �� date Application Disapproved for the following reasons: ----—— - - —---- - ----- ---- -- -- --- ------- ---- -------date - a I / Permit No.- - c` 3 3 '� 5-1- - — Issued -- date a BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of COMPliance THIS IS TO CERTIFY That the Individual Well Constructed (,-), Altered ( ), or Repaired ( ) by---------- tJ /� -/�i ---------------------------------- -- - --- -- —-------- Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection - Regulation as described in the application for Well Construction Permit No. ---------------Dated----- -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL k SYSTEM WILL FUNCTION SATISFACTORY. _ DATE----- - - Inspector-- ----- ------- -- ---- BOARD OF HEALTH TOWN OF BARNSTABLE Well Congtruct ion Permit No. 3--5 Fee- "'— Permission is hereby granted � � �� --------- -- — to Construct (.�), Alter ( ), or Repair ( ) an Individual Well at: No. —— /�� - Street as shown on the application for a Well Construction Permit / No.-— �•� 3 -�S I ----- Da -.d--- �1 0—�J--- - ---------------------- - - ---= —-- ------------- - O Board of Health DATE -- i �FTHE roy, Town of Barnstable �O ' Regulatory Services BAMSTABM v MAM Thomas F. Geiler,Director ibg9. ♦0 Public Health Division Thomas McKean, Director 367 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 28, 2001 Mr. John O'Reilly, P.E. Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 Re: 1613 Route 6A, Barnstable Dear Mr. O'Reilly, Your are granted a variance, on behalf of your client, John Wass, to construct an on site sewage disposal system at 1613 Route 6A, West Barnstable Massachusetts. The variance granted is as follows: PART XII, SECTION 2.00 -WELL REGULATIONS: To install an on site well 140 feet away from a neighbor's leaching facility, in lieu of the minimum 150 feet setback required. This variance is granted with the following conditions: 1. The applicant shall obtain a well construction permit prior to installation of the proposed well. 2. The well water shall be analyzed for volatile organic compounds, nitrate- nitrogen, ph, sodium, iron and bacteria prior to obtaining a disposal works construction permit for the septic system construction. 3. The septic system shall be installed in strict accordance with the submitted plans dated "revised" May 31, 2001. 4. The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated May 31, 2001. l 5. No more than four (4) bedrooms are authorized at this property. Dens, study rooms, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. The natural groundwater direction flow is toward the north in this area. The subject neighbor's leaching facility is located westerly to the proposed well. Also, the State Environmental Codes minimum well setback provision is 100 feet. The Board is of the opinion that it is unlikely that the discharges form the neighbor's septic system would impact the proposed well to the east, which will be 140 feet away. Sincerely yours Sumner Kaufman, M.S.P.H. Acting Chairman FZHE ro 'Town of Barnstable ' Regulatory Services y' MASS.iE$ Thomas F. Geiler,Director 019. �0 A'E°►^AAA Public Health Division' Thomas McKean,Director 367 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 28, 2001 Mr. John O'Reilly, P.E. Bennett & O'Reilly, Inc. P.O. Box 1667 Brewster, MA 02631 Re: 1613 Route 6A, Barnstable Dear Mr. O'Reilly, Your are granted a variance, on behalf of-your client, John Wass, to construct an on site sewage disposal system at 1613 Route 6A, West Barnstable Massachusetts. - The variance granted is as follows: PART XII, SECTION 2.00 -WELL REGULATIONS: To install an on site well 140 feet away from a neighbor's leaching facility, in lieu of the minimum 150 feet setback required. This variance is granted with the following conditions: 1. The applicant shall obtain a well construction permit prior to installation of the proposed well. 2. The well water shall be analyzed for volatile organic compounds, nitrate- nitrogen, ph, sodium, iron and bacteria prior to obtaining a disposal works construction permit for the septic system construction. 3. The septic system shall be installed in strict accordance with the submitted plans dated "revised" May 31, 2001. 4. The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated May 31, 2001. 5. No more than four (4) bedrooms are authorized at this property. Dens, study rooms, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to the Massachusetts.Department of Environmental Protection. The natural groundwater direction flow is toward the north in this area. The subject neighbor's-leaching facility is located westerly to the proposed well. Also, the State Environmental Codes minimum well setback provision is 100 feet. The Board is of the . opinion that it is unlikely that the discharges form the neighbor's septic system would impact the proposed well to the east, which will be 140 feet away. :Sincerel yours mner Kaufman, M.S.P.H. Acting Chairman I 7L 6�V �P4 I I - 9REILI:,YL 1El� NETT nIn c. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Q Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax June 1, 2001 B000-2848 Barnstable Board of Health 367 Main Street Hyannis,MA 02601 RE: 1613 Route 6A, West Barnstable Assr's Map 196, Parcel 24 Dear Board Members: On behalf of our client, John Wass, we are hereby requesting your review and approval of a variance from the Town of Barnstable Sanitary Regulations for the above referenced property. The variance being requested is as follow: Part XII, Section 2.00-Well Regulations To install a private potable well within 150 feet of a Soil Absorption System(leaching facility). 1. The proposal calls for the Locus Property well to be located 140 feet from the leaching facility on Parcel 115, a 10 foot variance is being requested. The proposal is the construction of a single family dwelling with garage/barn on the above referenced property. The property was created through a sub-division of land in January 20, 1955. The property has 43,260 sf of land area. The proposed dwelling is a three bedroom dwelling with a future expansion to a fourth(4)bedroom and as such the sewage system design calls for a leaching facility (SAS) of 444 gpd. The property can not access town water and like the abutting properties, requires the installation of a potable well. We have located the proposed well so as to maximize distances from the locus SAS and the abutting SAS's. The well is proposed in the southern corner of the property. Historic groundwater maps show a northerly groundwater flow direction. The well is laterally adjacent to the SAS for Parcel 115 and up-gradient from the remaining SAS's. There is an alternative location for the proposed well,which will meet the required 150 foot WASS PROPERTY BOH VARIANCE LETTER 1613 MAIN STREET JUNE 1,2001 BARNSTABLE,MA protection zone. A well could be placed on the northern end of the property just west of the existing isolated wetland. A northern location would require the SAS for the locus property to be located to the southeast side of the property. BENNETT& O'REILLY,Inc., prefers the southern location due our concerns on groundwater quality. A northern location would be down gradient of the locus SAS and the abutter's SAS to the west. Also, and most concerning,the isolated wetland on the northern side of the property does receive a large amount of road run-off from Route 6A and the adjacent roadways. The potential for contaminates to infiltrate the groundwater from the road run-off is very alarming. A southern location provides the best protection for the proposed well. A representative will be present at your June 19'h hearing so as to discuss the variance request in greater detail. Please contact my office directly if you have any questions or comments. Very truly yours; BENNETT& O'REILLY, Inc. John M. O'Reilly, P.E. Encl: Four(4) copies of the Variance request Form Four(4)copies of the Site& Sewage Disposal System, last revised 5-31-01 Four(4) copies of the floor plans Letter from Mr. Wass for Authorization Abutter List Abutter Letter Fee cc: John Wass AI Nan 0 01 'J. all I py"Cil Sol I I 47�� vi--!'-'un (if) upsly, ud 11 D, L .-Mannuc 0 w )-r;)tryIq .Blot, 5Io -dt CA ' t);!, flu U!jb achwu ansiNam's wd! r K!" 1011 ut FAR tit)ww,Iii w!" 1)-!%� 'I uI J- qpaq Volt, Inuff A& to h 1% 1: Q 1 10 041 4TU Ly"t 1 NOU I U MY sAT sy rhm mirlb oil W Al OW wrM, w !,-.Jr ltd i'J RECEIVED �F IHE Tp� DATE: FEE: • BARN STABLE. Ttsbti` • . �. ty Oi- tsAFtNSTABLE 9cb 1639, `0� HEALTH DEPT. REC. BY Town of Barnstable SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1613 Route 6A, Barnstable, MA Assessor's Map and Parcel Number: 196 / 24 Size of Lot: 43, 260 SF, +/- Wetlands Within 300 Ft. Yes X Business Name: _ N/A No Subdivision Name: N/A APPLICANT'S NAME: Mr. John Wass, Owner Phone )508)362-7063 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name:--Mr. John Wass Name: BIIgNETT & O'REILLY, INC. John M. O'Reilly, P.E. Address: P.O. Box 2295, Centerville, MA Address: P.O. Box 1667, Brewster, MA 02631 02632 Phone: ( 508)362-7063 Phone: (508)896-6630 VARIANCE FROM RE ULATION(List Reg.) REASON FOR V.ARLkNC:E(May attach if more space needed) Part XII, Section 2.00 SEE ATTACHED Well Regulations Adopted 10/16/74 F4,-(-tivP 1 n/22/74 .. _ NATURE OF WORK: House Addition House Renovation [77 Repair of Failed Septic System . a e6a-sr2ue7--e-1-C Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman ,JOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ EhhE� � A REILLY Inc . Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631' Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax June 1, 2001 TO: Abutters of John Wass' Property FROM: John M. O'Reilly, P.E. BENNETT & O'REILLY, Inc. RE: 1613 Route 6A, West Barnstable Assr's Map 196, Parcel 24 Dear Abutter: Mr. Wass is applying to the Barnstable Board of Health for a variance from the Barnstable Board of Health regulations. The variance is as follows: Part XII, Section 2.00 -Well Regulations To install a private potable well within 150 feet of a Soil Absorption System(leaching facility). The proposal calls for the Locus Property well to be located 140 feet from the leaching facility on Parcel 115, a 10 foot variance is being requested. A public hearing will be conducted on June 19, 2001, please plan on attending the hearing if you have any questions or comments. Thank You cc: Board of Health John Wass � e7 1✓ �l Abutters within 300' of Map 196 Parcel 024 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from November 2000 Assessor's database. Mappar Ownerl Owner2 Address City Stat Zip Country 196004 1DONAHUE,MARK V&RHONDA C I i49 CIIICKA]'AW13U"1"S"f 1DORCESTER MA �02122 USA 196005 CROCKER,CATHERINE D 12110 MAIN ST 1W BARNSTABLE iMA i02668 USA i _ I I 196011 ELLIOTT,PAUL W&CHARLENE i25 MI CI IANIC SLREE IFOXBORO MA �02035 IUSA 196012 1RICHARDS,DOROTHY K& II III FERTY,BARBARA J K PO BOX 451 C'UMMAQUID iMA 02637 IUSA 196013 RICHARDS,DOROTHY K& I IILFERTY,13AIZBAIZA J K 1P O BOX 87 C'UMMAQUID IMA 102637 USA 196014 WASS,JOHN M P 0 130X 2295 CENT ERVILLE 'MA 102632 USA --- - - - i 378 I LUM S'I. � - -- 196015 JOHNSON,EDWARD F&VELMA M !W BARNSI'ABLL-L MA i02668 14181USA JF406 CROWLE , DARD P&TRACIE 404 PLUM SI' W BARNSI'ABL E- IMA 102668 USA_ _1 Y EW - �_--- _ - _ _ I - _ f196017______]CHISIiOLM,JOFIN F JR&WATSON, I 390 PLUM ST W BARNSTABLE MA 02668 IUSA SHAYNEN 196018 KURRA,CATHERINE MARIE I 114 SYLVAN ST I DANVERS MA 01923 196019 ATWOOD,CAROLYN i374 PLUM ST iW BARNSTABLE !MA 102668 jUSA — IAT --- I 196020001 MFORD,WILLIAM M&-NANCY.I 350 PLUM ST IW BARNSTABLE MA 102668 USA 196024-- ASS,JOHN M----V- :P O 13OX 2295 CEN"1"1iRVll.l.h jMA �02632 USA 196040 COFFMAN,EARLE DIRKSON- - PO 130X 850 iW BARNSTABLE MA 02668 SA U ---- 1197022 D LLA MORTE,JOSEPH V& DELLA MORTE,JOSELLF D 1596 MAIN ST W BARNSTABLE MA 02668 Monday,March 12,2001 Page I of 2 Mappar Ownerl 0wner2 Address City Stat Zip Country I197023 �-ILLER,GREGORY K& MILLER,ELIZABETI I C 1610 OLD KINGS iW BARNSTTABLE MA 02668 IUSA :HIGHWAY 197024 SYRIALA, RUSSELL F&EDITH SYRIALA,CARL F iMAIN ST iW BARNSTABLE IMA 02668 -IUSA i -- 1636 MAIN ST W BARNSTABLE MA I�2668 USA 197025JMARVILL,HELEN MARKS - 197026 MAKI,SUS AN A TR M I G REALTY TRUST IPO BOX 143 iW BARNSTABLE !MA 02668 I 197038 BURKE,PATRICIA M I :36 MOONPENNY LANE ICENfERVILLE MA i02632 USA 197W WEST BARNSTABLE FIRE DIST 1MAIN ST iW BARNS TABLE IMA 02668 IUSA r041J-617'FMAN,EARLE DIRKSON& COPPMAN,DENISI ANN PO 130X RSO W BARNS"fABI,I MA 02668 USA [197043 _]RITUCCI,ROBERT TR-- PAIN"f Rf Al.:l"Y"fRl1S l" PO BOX 664 IW BARNS"I'AI1LE iMA 02668 197044 rIEA:I7I-_iERLEY,IRINA S -'- _--- -_— 1595 MAIN ST iW BARNSTABLE I;MA I02668 _ r97045 RITUCC1,ROBERT TR �PAIN'f REAL fY TRUS"I' ;P O BOX 664 iW BARNSTABLE AMA 02668 Monday,March 12,2001— - ---- Page 2 of 2 'j+un 01 01 01: 16;c john Wass 207-363-6716 p. 1 't j J � \ E' Qj � J Q tit 7R� W`vwA r R / r \ \ 1 c ' / ^u: A E 1 VA 197 07 XT li lid >:' '>:<:i R t1 2y\ ,`' 1 ; ` `s": ':w...♦• `�-K•._.-s.�^ t i f•!......... :`x, t t t� �� ) L`...% ,/ � 1 1 \ '` cif�.1 ` • \ '�;,1'+, � ' _ \ /� r� ''y` � 1 -` � �` t:� 5:!c;i::iiiii'3ii:yi:��• 1 \ \(♦; •' %' ' 'l3T90 two � 11tlll MAP�f•96 t 't, All �� •\-� 9 ,�•,r� ,;: /�, t \ 4( ``I—! I is• t;�' i _ _ /_ _ _` t \.;tis•ar 'tom. d 14 b � i,l ♦/ ore CV t i11. 3 ti f ' ♦� t 1 t 1( a2 HIP 46 11 ; , 03 ; a . I 1 . . . t ` r 41 !t \ ' Fmd�Map Par6l. 196022002 rim 196022002 pei' V AccottN` 001219 are fi 0000000 ° �9 �� N,kV e oad 80AC ra L ot51 1.29 Joli r% F H/ii, 1CurOwn TU, LILY C �� el S a toss 101 L � ' 18 UNIVERSITY RD edit d ed 00 ''t E BRUNSWICK NJ 08816 �s erg c 00 0000 000 9376 276 Deed Date G`p u�so Alex... . Bptisl�ng `�it�` ,lama Est TU LILY C eecl 0994 e e 9376/276 Values Lands 000096500 tldmg `,000037200 xtra F res. 0000000000 y Loc�fi an ' 190 PLUM STREET oad x ; 1284 E ntg 0154 t: y WB ` 'Sec lntlex 0000 {g \\ 0000 rA P';" M r a a gTAJ (nos t SS>~e f e- NY ca,4 1/1� I to to 9=z" - 4--Z I FOR FOUNDA7-!ON DES16N, " O 560 MAIN FLOOR PLAN DECK DET t HOSE DIBB -4- —fill — — — — — — — — — — — — I Y SPLASH gLocl( ( - I { IFR BEAM PKr. — _ - 11 — r— — - --,'-- 6'CO NC. B I' W -VrRE y I s 1 VEFRTICAL z X/o' oVE(1 - 1 sHFFr No %6,O.C. � � - B-8 45 FLUE wN I FURrI I I I 1 - zx,o zx/o oYER :_a (— I3"� F.,HA APP: CoLUMiCOA ; — I p 2 SEE NOr65 _I I � w o I Foar,N� sp - BA-SFEMENT; I r - ` I V APP STL, cc,. 2.-6 . X',t -6' X'l =o' I" .. 3. *5X NoS CAR,?I LE Y=.�.,,D 2l/�' - k- u I. z-O C/LN?"1LE - - 92 FcIP/G ` A LS 1 ® 2x Iv'r OVER I Jq I. �1... S.B m� F-fi m I I 2 x r o'" 6 � � :� -all 'p I OE M Wt.-IV, . z o t) �� I � � — � , � �—I• �-- —.. .-- --- `I �„a NOTE Do r OTe I shot I i c one F'o✓i FOUNDAr,ON IJES,OM, coed 7T$ SEE AM IN FLOOR PLAN � LIL- , 2 - zX102x/o . r�E�k_,akrAlL. the --- -- --- - and of t 10 BASEMENT PLAN SCALE : ' 1 . l _ h DECK, 2 6'x te8 AtRIUM pooR I' wa 9 z X4 AB VE YER -- o Ns o, "-yG@ ftrruh — �I/ �► ail. I-SHE F EN�R T W -- - — - P - m Flx Er 3, O •. +6f 3 , o e-B. : 2f- °FLoe�JD A S T' R D 9'O" • J I ' 1 I �-"WALLS Rc� oMIbLAM fLUE Z l FLOORt2 W�• Jo1StS OVER (9lG"a SIM PSoN TeLE. �K m 26x68 .zx./O FLOOR JOISTS ---p_ Z X U n •'p K O I. or I O' 1 DINING _ _r_ 5 Too/. jP -�. {� .. j FiU/ SMOWE m LAll :q of o J Wk. �.Ih I12 "s. CD t t b ll + t Li r y ` 3 9• 9'9' 7 FLUSH ARLOR - HEARTH _ L1: ROOF tN .:. ut tRV55ES oVeR • � { I O W �oD ROOF T-RUs9�S OVER FIREPL q.CE h 3 Lltqr OF OLAN7 I I C�9 z1"Q•C,. A A snsLF AW 15 (YAULrED CLG) i W PA r iXt:?of z JZaEUCH . .. 1 ( Ws } Ozit I O E4 . S I ' U � . 1 � j; C9 d ' , I '1 � ,', .r ' ,' ! i 1, , .,.• �a ' .f? �' r. .. ?"biC9f fi+[5 7 L i KEY`: L F , `� t9 1%ED Tf_'rylp�R Fp b.,ri foMvlal.a�atl.t ,.� k 1 o" ROUN o"6Na lr...to:a6 I: , N �,,b , hI 5 (> t 3' I 1 i ::�n► W t�7r.bei►,►I.L.J. - qiI.t.owl.i Zy�O.Cr ElE/4M — .44 6�Xb Wool) Po5T9((TYP,�- '. �y\I$F44.�ft+1 Nw V40APPE W/IXOTL n pl ''t,..• 1Sf i..-,�.,tsl�{i i kw l�pt olnw. �, .. 7 6•• , +. I_T,z„ z.M1 2=R'•' Af u �i y r'! , J .` f}, �► �� {ilt.:tft�iiflli l:i.l 1 .t ;, �t 4 r ,,. ,. `41 i� stt►:s iigr!r�w:� f. yE{C y1 iii'2w,r, ttl J�+1i 4 `If.l a+;yyl �O'-O/r -J N F .r Si v 3 i'M/llylt t�►iwil9eti t Y - ' ' I - t t;q. �o �I[f{ �"f�t��►�'R►i•�'"�itM -� r t x, ..iq 1 r�.. is; + .. f o e L ; F P {: ."�il: ?� �}W' \ . ${ F 3 :.>i•J{(, cry :. t .�.. t -<a:ti �.a7R.... ftt�;�: !��h�' +ikRG7ib ft�i 4 : r +r a ScAL�' _ O" P, ' nT7��:��... 'T 11�t f�iPil ��9 f�. �Y.'. r.?' .. t•..: ,. :J , - 30'-0- r , C-C seer . -ArvnLkvqR • DE'rAJ�.. r. it 2- 30-Yo S.N. i t \ J UJ O „l o't �' t I C U xX 14 rA F'rr S T o A G E 7 � 47 �. 'pp tL U " 8-8 - r rr 0,�' I Z-4" � , slnl.7 '�'t•: ,as P U t -b Ct ATCFI LfNd -- —Il Awl n zi FLUE �F, } B/- PA59 2 xb- cep 2. Xb ® 5KYLIGN' h(lRRPR F K I . PO W N 96"y,�• I 5 s WALL ATrIc 51'oaAc VI J e WC � m o / 41N Frr -- // ' ,EC?RlQQM : 3 ¢ I ' Q ) l.lY�� h�3 P{.1�.I.��'{�I.I r4 t��• � t}k�rl�t�l�kr1l��l,lr�.'I�h J�.h'. 11 C'-C SADC?j A-q 6 . I ' I- - - - - - - - - - - - 5C!_SoK' TIQu55 ,29 OC__• t p , .1 PLANt. SHELF 3- 3C30FIXED �.I rr ;rl r - - - -- --- - - - BELOW -�y � I I I — - -- I I , VALLEY pr/ i LJ L NOTE 1 exterior doors shell be provided with a deadbolt looking device and sliding 'door with A bolt, or bar, or pin looking, device activated by a key from outside arid:A knob from inside 48" A.F.F. City 'Code :Seq. 9,47. All bathroom accessories proTided on or within i walls shall be installed And' sealed to protect. structural elements from moisture; • Bathtub/, shower shall be finished 70" abovo the drain inlet with materials not adversely affected..by moisture w/water resistant backing. UBC- 182. Sao. 510(b) • I PIER, SCALE GENERAL 4C�T�S: SOIL TEST'LDGS: 13arnstaMA 77 3 ,TEST HOLE I: EL-5't.5± UNLESES t120,CAMPON NOR PARKING AREAS ARE ALLID)h2{J OVER.SEPTIC SYSTEM .EttV, DEPTH FROM SOIL SOIL 501L .' ,SOIL OTHER EIJT3 ARE'USED SURFACE HORIZON TEXTURE:, COLOR MOTTLING . a B)mE DE9(69ER Wlt.l'N0f BE RE9PON5lHi-E FOR THE'SYSTEM AS DESIGNED UN-. ..(INCHES) (u5DA) '(MUN5E1) CE55'CONSTRUCTED AS SHOWN. ANY CHANGE5 5HALL BE APPROVED IN WRITING. 50.5 0.0 1.0 A I NONE Loose fine Grain Sand a�th Roots O)GQN'1T{ACTQR SHALL BE'MPON5IBW FOR VERIFYING THE LOCATION OF ALL 48.83'.(.0 2 6T B 1 NE Loosc Fine Grain and W�tfi 1096 t gilt q UNDERGROUNp AND OVERHEADUTIUTIE5 PRIOR TOCQMMENCEMENT OF WORK. 40.5 2.67 1 O1 fine Gram Sand ' CONSTRUCTIIJN N07E5. TEST HOLE 2, EL 53 0 In ELEV, DEPTH FROM.SOIL yplL SOIL '' S01L' OTHER. 9URFACE HORIZON TEXTURE COLOR MOTTLING 1)ALL CONSTRUCf1bN SHALL CONFORM TO THE STATE ENVIRONMENTAL.CODE, :(INCHE5) ..(USDA) (MUNSEW :. LOCV .TTITE 5.:AND THE REQUIREMENTS OF THE LOCAL BOARD OF-HEALTH. 52.l7 O.b-0.83' A 1OtR4/3 'NONE Loose fine Gram Sand with Roots KEY MAP 50.75.0.83'-2.25' B 1 -N se fine ONE Loo Gram Sand rnth 10%±Silt a 2.)SEPTIC TANKO).GREASETRAP(5),DO51NCs CHAMBem5f AND DISTRIBUTION NOT TO SCALP 40.0 2.25'-13.0 C 1L7YR,6t4' `Loose fine Gram Sand m v -BOk(E5)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY - a< a `COMPAME OR ON'A'61NCH CRU5HED STONE BA5E - DATE Of TE5TING:, 1 1169100 Parcel 45 O PERCOLATION RATE: LESS THAN 2 MINANCH IN SAND CC LAYER] ! K 3, 5EPTICTANK(S)5NALL MEET A5TM 5TANDARD C)t 27 e'3 AND SHALL HAVE o PLAN BOOK 1 24 PAGE 14 1 ' 'Al'•),EAST,mREE 20'AIAMETirR MANHOLES:THE MINIMUM DEPm FRORR�mE BOY-. WITNESSED BY; JANEEVANS RAASCH R S (3ENNETT R O'REILLY,INC. 49 -14a 47 I- DONNA MIORANDI,'AGENT.BARNSTABLE HEALTH DEPARTMENT ,, DEED BOOK 11435 PAGE 24 TOM AF THE 9EPTIGTANK TO mE.f4fJW LINE SHALL BE 48: 896 / ASSESSORS'MAP 196 PARCEL 024 •WATER ENCOUNTERED AT EL.40.0 IN TH2 % 4)'SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND-A MINIMUM OF G' ESTIMATED 5EA50NAL HIGH GROUNDWATER AT EL 42.0 `' z iABOVE THr 1.CW UNE OFTHE 5EPTICTANK AND 5HALL.E.E.IN5TAUED-ON THE Use 5DW-252, ZONE A.adjuskment.is 2' - F CENTERLINE OF THE TANK DIREGTLYUNpER THE CIPANOUT MANHOLE.. LEGEND xx" - USE A LOADING RATE OF 0.74 GFQ,5F FOR SIZING OF 501L AB50RPT)ON SYSTEM. } 5.)RAISC CfJVERS OFmC 5EI'TICTANK AND 015TR1BUTION:B0J2 WR7F PRECAST - - �� CONCRrre WATER TIGHT PJSER5 OVER INLET AND OUTLET TEES 70 WITHIN 6e OF _ - EXISTING CONTOUR FINISH GRADE F �� / CALCULATIONS: ^^ A T G 32 PROPOSED CONTOUR 6)PIPTNGBHALL CONSIST OF$SCHEDULE 40 PVC QR EQUIVALENT. PIPE SHALL SYSTEM DES IGN t.,ALCU I.J�I UN✓: 24x5 EXISTING SPOT GRADE SE LAID ON:A.MINIMUM CONTINUOUS GRADE OF NOT LESS THAN L96. .: 24X5 PROPOSED SPOT GRADE DISTRIBUTION UNE5,FOR SOIL ABSORPTION SYSTEM(AS REQUIlk4b)SMALL BE SEWAGE DESIGN FLOWe ? -w- 'WATER SERVICE LINE I 4 DIAMETER5,CHEDULE 40 F•VC LAID AT 0,005 rF1FT,'UNE SMALL BE CAPPED 4 BEDROOM DWELLING @ 1 10 GPD-440 GPD Q 49 �S •".",.4' -ob"- OVERHEAD UTILITY SERVICE 'rA7ND OR AS NOTED., - .'. - LEACHING CAPACITY REQUIRED: - ` - UNDERGROUND UTILITY SERVICE .. ` 8)O(litET PIPES FROAA'piSTR)BIJTION BOX9t,1ALL REMAIN LEVEL.FOR AT LEAST 4 BEDROOMS(MAX.)Q�110 GFD=440 GPD REQUIRED i 45 `< -9- GAS SERVICE LINE BEFOPJ:`PITCHING TO SOIL ABSORPTION 5)` TEM WATER TEST DISTRIBUTION. '' .o+% } ', $m TEST HOLE!BORING LOCATION ,T 90k 70.ASSURE EVEN D15TRJOUTION . . SEPTIC TANK CAPACITY R_EgGiRED: - , i "�'� q a� ,sr a soP SOIL OBSERVATION PIT 9J AISTRIE7UT1flM BOX-SHALL HAVE A MINIMUM:SUMP:OF 5"MEA5URED BELOW SEPTIC TANK CAPACITY PROVIDED: REQUIRED f ® WEUTILL POLE OLTR.1•?.F INVYRT :: D"n11:Y FLOW 440 GPD 2O0%<'8B0 GAL.REOU o t.� "-� ktc S.z .,��, ST WELL TANK ",' S� )0J BASE'AGGREGATE`PORmE LEACHING FACILITY SHALL CONSIST OF 3/4•TO 1500 GAL.5EPTIC TANK(M(N.ALLOWED) ti - ' "ROUBLE WASHED 5TONE FREE OF IRON;FINES AND DUST AND SHALL BE •' � � DB- DISTRIBUTION BOX a - LEACHING�C_APACITY PROVIDED: - r I ! {,�� I SAS SOIL ABSORPTION SYSTEM L 1NSTAL{ED-B/'fAW Tfle' wN OF THE DOTRIBTION LINE TO THE BOTTOM OF THE ;ash ONE(I)46 "I b x'2'LEACHING CHAMBER CAN LEACH: �� Reserve RESERVE AREA ' :SOILAB50RFTION SYSTEM.•BA5EAGGREGATESHALL BE COVERED WITH A 2• m cn° �". ., !AREA•,.zq�SERVATIO / - I __ LIMIT OF WORK Vt=[(40x10')+{40'x2`)2+()Ux2')210.74=444GPD t) +^ '' K-°` -- �+"° tAYEROF 1!8°TfJ'I/2eIX)L1BIE,wASHED STONE FREE OF IRON,FINES AND DUST.. - 444 GPD>440 GPCJ ACQUIRED 6 V= '� I •t - r p Parcel 16 ti f '� / „ �, i -� TOP BANK s -*t I 1 VENT�SOIL AB'O',r. Ot•1 SYSTEM'WHEN D15TR1BIIT)QN:LINES DCCEED 50 FEET; - NOTE:A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN. �,W,ii� _ ! n »1 a zfiy� I r m EDGE OF CLEARING WHEN LOCATED Erm,,KIN WHOLE OR IN PART UNDER DRIVEWAYS PARKING AREAS. \a 4s \ 1s TLIRNI G AREAS OROTIIER iMFERVIOS MATERIAL OR WHEN'PRE$5URE.DOSED. eo. \ UMI'f OF WORK INSTALL:' 12:)SOIL A1550RPTTON SYSTEM SHALL BE COVERED WITH A MINIMUM Or 9'OF ONE(I)-1500 GAL SEPTIC TANK �' t4 s n ` 'Z!'050 ,� CONCRETE BOON i. ,. ONE(1)-5 OUTLET DISTRIBUTION BOX(H-20) \ PROPOSED DRY WELL Y D Pd a CLEAN MEDIUM SAND(EXCLUDING:TOPSOIL). ..- " ONE(1)-40'x-I0'x 2'LEACHING CHAMBER ;5a rca"-j 1 3z \ '26 ® PROPOSED WELL 13.)FINISH GRADE SHALL BE.A MAXIMUM OF�36'OVER THE Top, OF ALL SYSTEM / t dos+ r �� ( > 'COMPONENTS,iNCUJDING THE SEPTIC TANK.RISTRIBUTION BoX,DOSING CHAMBER AND 501E A)i50RPTION 5Y5TCM SEPTIC TANKS SHALL HAVE A MINIMUM COVER - AREA OP�BSERVATION 2 t I fi e > oF9 VARIANCES REQUESTED: 14:YMOM.�11E•DATtoO INSTALLATION or THeSOIL ABSORPTION 5Y5TEM UNTIL WELL i RCCEIPI'OF A CERTIFICATE Or`COMPLIANCE,THE PERIMETER OF THE SOIL AB50RP - 11?CAL REGULATION. frud L.,caho„) \ 2_�^6'' a s TION SYSTEM SHALL BE STAKED:ANP FLAGGED;'TO PREVENT THE U5E OF'SUCH •. \ S h�Ox ` :;t w.,u/ ,,.ym s AREA FOR ALL:ACRVITIFB ma,7 MIGHT�PAMAGETHE 5YSTEM, I J Proposed well to serve LOCUS.(Parcel 24).es'not 6 \ I - 150'from leachm Fad,be5'sern Parcel I'G t+ \ .{ 15.)THE.BOARD QF MALL"QUIRE IN5rrcn N Qrr ALL CONSTRUCTION" " .. - 9 pa<c�_ ss� :o ..{4'pro>gded 1 a vanance reque3ted ' BY AN AGENT,OF THE 60ARD OF HEALTH(OR THE DESIGNER IF THIS"SYSTEM RE-- X21�TRE5 A:.:VARIANCE):AND MAY REQUIRE SUCH.PER`,zON TO CERTIFY IN WRITING -:'.:. .:. .: om wiz : Jri- - r�r "% ,- dLc ¢. ! '.T1•fAT AU.VJORK'HAS;BEEN COMPLETED{N'ACCOPJJANCE WITH THE'TERMS Or THE. t5d ass-o ca - ,. t A,, 4 PER6AiT AND APPROVER PLANS,,48 HOURS REVENGE NOTICE:#5 REQUESTED. .. Parcel 17 .., .� 46)501L-KENO AL.,ALLTOPSOIGANDSUB501LSHALL6E'REMOVEDFOR;` 2 m Y i PROPOSED LIM OF WORK AL AL A DISTANOE DfS FROM THE SOIL ABSOP.PTIONS,5TEM DOWN TOTHEiCLEAN - STa •py, I ! oak �.` ) AL r L SAND LAYER. AREATO•BE.BACKFILLED WRH CLEAN 5ANDAND COMrACTFD TO (P,mixrtwn> \ 'I• ! -5 55257 MINIMI2ESETTLING �`�". C(JNSERVATIQN:NOTES: 5A9 Sw�mr " { { Omrr CIE wopK SHALL BE A5 SHOWN ON FLAN VIEW A ROW OF DOUBLE STAKED Parcel 18 \ � �` tiAY13ALE5,5HAIL BE CONSTRUCTED ALONG THE LIMIT OF;WORK UNE PRIOR TO THE. J `� COMMENCEMENT•OFANYWORK' - - .. 4a BENCHMARK: AREA�oP o oN B ER '< a' ss ss.' es' es _ q Top of Concrete Bound 1 > msoP4 .^ RUN-0Fr 5HALLBE CONTROLLED-BY ou TER5,.DOWN5POLTf5 AND DRYWELL5.. - � i- -y . SOP ay,2)ROOF EL= 53.OG(A5eurned) (cesgPooc , ) ( 2 `� 3,)ALGDISiURSED AREA55HALi:BE STABILIZED.BY VEGETATION ANO WOOD CHIPS. 2,-p r�;• •, -•y (tea locx,«d !9B) " i ('. .,.,�'i__�^ , ALL VEGETATION FOR STABILIZATION SHALL BE INDIGENOUS TO THE AREA AND ON THE ^` "'`•"r "� A'" _I>' r' b\OBSERVATION 3 s APPROVED PLAN-LIST. Id '4 Ip '�^ .•fYz"* `' c �* Aa a �L55P00�-_- e5x.n - '..4.)CONTRACTUR,BUILDER AND.OWNER SHALLREVIEW THE ORDER OF CONDITIONS - a a•tA r PPJOR TOAND DURING CONSTRUCTION. 54 FCfi4W PROFILE:: LEACf!ING"CHAMB�h, 45 PLAN VIEW \ t q3 es, 1 aw fA9 \ /!\g� I- M� 46/ 'eld loratan)sernc r/wR� LOT5t 5 8'....t\� �,--`- . \a7 24"'DIA.GONG.COVERS; ! 4� u'� 43.2a05F± / a qQ,. (field Itxatwn) \ ToraP 55.50 - RAISED TO WITHIN i'OF"F1NI5H d rouNDATION GRADE(OR A5 NOTED) GONG.COVER / } (TYPICAL) RAISED TO WITHIN r I'OF FINISH r4"PVC Vent 'a Pro Deed EL'Y 54:5±.. ) Prop .osed ELm540± 54- . GLADE"(OR A5 NOTED 'S u \ THIS IS A REV.DATE:--3�DPLAN 9 MI"--sc MAX �•"",„ t DISCARD ALL PRIOR PLANS PROP f 7 - Parcel 15 ,�. O \ No welb wkfin 15d of Prnp�.yd WGI I 52.5 PLAN 5s m° I UP 4 9!a f C�CDC7C7C�.,'C7 SCALE I"= 301 t ,r . 53.00; • 10" 14. }. Jr�c)taacac� ? CCU 2 Far�l 15 REVISED MAY 31,2001 52.50 52.31 LO JC�C: rnn9 rs > " 52:' 52.0, kCJC7C:-7C =CC7C7 - mWeOse s2.zs .� ac--Ic:IC n MR. JOHN WAS,S ^�> SLAB ,` - 2"DROP weu nwx. P.O.Bare 2295,Centemnlle,MA 02G34 ru Y Ga5 BAFFLE 50:- 50.00 SFI/t/ACE DISPOSAL SYSTEM I G 13 ROUTE GA,5ARN5TABLE,MA 3'q : za a4' 3' o m�, �� '+ ! BENNETT Q'REILLl' Ine. a q' .pv> § Y®p 9r'px43q - Enaioeerina,Envlr-...tQ and 9-.yin'- er6 s i- 3 SEPTIC TANKD BOX. . . LEACHING.CHAMBER E.H.w. Eta" °o .. p64 'J"t "° 1643 2[afn'81rert 'Route 66 y� + I'500 GALLON H-20 Use Four 500 Gallon Leaching Chambers N^ ° ! + � ' P.O.s x 16e7 0./..�; ,jTa (808)898-8880 Oltl- Dree -,LA. 02891 '(60B)098-4887 Pax e b:5'Lx4.b3 WX3.0 H by 5horey"Rrecast or Equal * = : #, - �, WtT As'Noted" JEWe JMO B000.284e Z. T , nstab e , EN ERAL, NOTI=S SO L TEST LOGS . . MA G , I . _ . TEST HOLE E 5 .5 A NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM v I , ) i 1 OTHER 6P , ELEV. DEPTH FROM SO L - SOIL, SOIL SO L UNLESS H 20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE : COLOR MOTTLING .. r, 1 x ; . . INCHES SD UNSE ( ) N fU : (M U 4. . -.:. _ DESIGNED UN \ T E RESPONSIBLE FOR THE SYSTEM AS DES B. THE bE51GNER WILL N0 B d - Fine Grain and with Roots Rn 50.5 0.0' 1 .0 A - Loa an 1 OYR4 4` NONE Loose a S LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. . 48.83' I .0'-2.6T ; . B a n I NONE ' Loose Fine Grain Sand With i 090 _ Silt RESPONSIBLE FOR VERIFYING THE LOCATION Of ALL t C.) CONTRACTOR SHALL BERE5 40.5 2.G7-i i .O' C n ! 4 NONE Loose Fine Grain Sand ` - 5a d OYR OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. UNDERGROUND AND OVEf?Ji � - + \ GARRETTS TEST HOLE 2. EL 53.0_ I _ : ` POND__ CONSTRUCTION NOTES ELEV. DEPTH FROM 501L SOIL SOIL 501L `' OTHER - ---- m SURFACE HORIZON TEXTURE COLOR MOTTLING o D UN LOCUS 1 .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, (INCHES) NS A) {M SEU .TITLE 5. AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 52.17 O.O'-0.83'- A L!2aoy Sand I OYR4/3 NONE Loose fine Gram Sand with Roots N 50. 5 0.83'-2.25' B I OYRS G NE Loose Fine`Grain Sand with 1 O% ± Silt Q - KEY MAP HA BERS 5 AND DISTRIBUTION 7 a and / NO 2.)SEPTIC TANK(5), GREASE TRAP(5).'D05 NG C M O 40.0 2.25'-13.0" C and I OYRG/4 NONE L.005e fine Grain Sand W NOT TO SCALE BOXES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY COMPACTED. OR ON A 6 INCH CRUSHED STONE BASE. DATE OF TESTING: I 1 J09/00 Parcel 45 s PERCOLATION RATE: L.E55 THAN 2 MiN/INCH IN SAND CC" LAYER) 3. SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE i PLAN BOOK 124 PAGE 141 } WiTNE55ED BY. JANE EVANS RAASCH, R.S., BENNETT* OREILLY, INC. 49 /48 47 ►° AT LEAST THREE.20" DiAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- i DI AGENT, BARNSTABLE HEALTH DEPARTMENT " DONNA M ORAN G $ 49 sa #46.99 DEED BOOK 1 ! 435 PAGE 24 TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48 . WATER ENCOUNTERED AT EL. 40.0 IN TH2 ' A55E55OR5 MAP 19G PARCEL 024 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" ESTIMATED 5EA50NAL HiGH GROUNDWATER AT EL 42.0 `: . E INSTALLED N THE Use DW-252 ZONE A ad u5tment is 2' • , ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BO 5 � CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.- USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. oe �, 4 LEGEND 5 RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 6.6s . .) ICI CONCRETE.WATER TIGHT RISERS OVER INLET.AND OUTLET TEES TO WITHIN 6 OF -- EXISTING CONTOUR : FINISH:GRADE. F J : 32 PROPOSED.CONTOUR R EQUIVALENT. PIPE SHALL �• 24x5 EXISTING SPOT GRADE ,.6.} PIPING SHALL CONSIST OF 4"_SCHEDULE 40 PVC O E SY5 I EM DESIGN CALCU LATI OHS• hd F N LF_55 THAN I%. - _ _.T ___BE LAID ON A MINIMUM CONTINUOUS GRADE 0 NOT ----.------ r 24X5 PROPOSED SPOT GRADE • SEWAGE DESIGN FLOW. 4f, )' ; ?.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (A5 REQUIRED) SHALL BE sr -"'- WATER SERVICE LINE " 4 BEDROOM DWELLING Q 110 GPD - 440 GPD ! 49 SS 4 ,.,-ohu- 4 DIAMETER SCHEDULE 40 PVC LAiD AT 0.005 FT/FT. LINE SHALL BE CAPPED 0 „ 2 OVERHEAD UTILITY SERVICE -°- UNDERGROUND UTILITY SERVICE AT END OR AS NOTED. \, � , LEACHING CAPACITY REQUIRED D M I I O P = 44 PD RE UIRED x 45 -9- GAS SERVICE LINE 8,) OUTLET.PIPES FROM DISTRIBUTION BOX SHALL.REMAIN LEVEL FOR AT LEAST 4 BE ROO 5 (MAX) @ GPD O G Q � 46 tz , `_ +, m TEST HOLE/BORING LOCATION ` _. B PiTCHlNG TO SOIL'ABSORPTION SYSTEM. WATER TEST DISTRIBUTION e _2 BEFORE g,. . :BOX TO,A55Ut�E EVEN DISTRIBUTION. SEPTIC TANK CAPACITY REQUIRED: 4�} soP SOIL OBSERVATION PIT 4 4 DAILY FLOW -440 GPD Q 200% 880 GAL.:REQUIRED '; , �.� �. ., _ ._. 4 97 � UTILiTY POLE AVE A MINIMUM SUMP O 6' MEASURED BELOW 9.)Di5TRtBUTiON BOX SHALL H M 1' IL, , z �_--_;� .� ® WELL s. 45.79 ya s 46.7 THE OUTLET INVERT. SEPTIC TANK CAPACITY PROVIDED: p r ;ia.�c` 46.39 ! ST SEPTIC TANK " 1500 GAL. SEPTIC TANK (MIN. ALLOWED) ry .._ + 10.) BASE AGGREGATE FOR THE LEACHING EACiLnY SHALT CON515T OF 3/4 TO' I DB DISTRIBUTION BOX 1-1/2 DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE LEACHING CAPACITY PROVIDED: 139 i SAS 501L ABSORPTION SYSTEM INSTALLED BELOW THE CROWN OF THE DISTRIBTION LINE TO THE BOTTOM OF THE ' x x -LEACHINGAM LEACH: ONE (i)40 1 O' 2 CH 13ER CAN 6 ! I R-5erve RESERVE AREA §- 501LAB5ORPTION 5Y5TEM. BASE AGGREGATE SHALL BE COVERED WiTH A 2' _ (((A 17.96 Vt [(40'xIO')+(40'x2)2 {10k2)2]o.74 444 GPD \. AtEA' 7Q SERVATIO ! �- -•-�- LIMIT OF WORK `LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 444 GPD>440 GPD REQUIRED D� ! _ _ _ _ R, � , 4 7a TOP OF BANK Parcel 1 6 �/ CC`- w 46.31}:. 6-- 5 46.75 ' T TRIBUTION LINES EXCEED 50 FEET w EDGE OF CLEARING • 1 1 .)VENT 501L ABSORPTION 5Y5TEM WHEN D 5 NOTE. A GARBAGE DISPO5AL I5 NOT PERMITTED WITH THIS DESIGN. �o / 46.65 ' WHEN LOCATED EITHER IN WHOLE OR iN PART UNDER DRIVEWAYS, PARKING AREAS, ___ __ . -___ �\ r r 49 46"u9 _ 4 ; o LIMIT OF WORK t INSTALL: ��Sa 49 4a 4 � TURNING AREAS OR OTHER IMPERVIOS MATERIAi, OR WHEN PRESSURE DOSED. \ -I ''Z 2 s CONCRETE BOUND ONE (i) -_1500 GAL, SEPTIC TANK cci/\ 0 ../""1 �sOP Wlk m 44 35 12. SOIL ABSORPTION 5Y5TEM SHALL BE COVERED WITH A MINIMUM OF 9"OF ONE I 5 OUTLET DISTRIBUTION BOX (/H-20 \� ,,r,�9P' • ` sue % ` ® PROPOSED DRY WELL ( ) t ) c �G GLEAN MEDIUM SAND(OCCLUDING TOPSOIL). ONE (I) - 40' x t O' x 2' LEACHING CHAMBER G 54 >', 4E'sz ', 'P 2 e '� 46 .7 1 \ 'Q' 61 PROPOSED WELL 13.) FINISH GRADE SHAH BE A MAXIMUM OF 3G OVER THE TOP OF ALL SYSTEM 6 // L 4 5 COMPONENTS, INCLUDING THE SEPTIC TANK,"DISTRIBUTION BOX, DOSING CHAMBER � 4s a AND 501L ABSORPTION SYSTEM. SEPTIC,TANKS SHALL HAVE A MINIMUM COVER \ rARI=A OF BSERVATION 2 " _ VARIANCES REQUESTED. AB ION SYSTEM UNTIL WrLL !, I4.) FROM THE DATE OF INSTALLATION Of THE 501L SORPT m LOCAL REGULATION: (Field Location) OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL'ABSORP- \ \ 2- RECEIPT .- t m ► 5 0 TION 5Y5TEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH 47.3e _ AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 1 .) Proposed well to serve LOCUS (Parcel 24) is not \ 5z.5, from Leachm Faclhti 5 serv,n Parcel I G �a - - / I + 50' g e g o f. � a6.4 w 48.99 INSPECTION`oF ALL coNSTRucrloN e �6 E BOARD OF HEALTH SHALL REQUIRE � : .: 1 .- . -CO _ _ , . 4 83 _. x 14 ,�:,c+nded 1(7 variance requested - no, :� r � ..� _. -. r . BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING } D IN ACCORDANCE WITH THE TERMS OF THE THAT All WORK HAS BEEN COMPLETE x PERMIT AND APPROVED PLANS.' 48 HOURS ADVANCE NOTICE 15 REQUESTED. - Parcel 17 - / \- r , 51.18 IL 01L REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR 5To �•p I Rene -;;'� �• � PROPOSED LIMI OF WORK � 6 ) 5 -- - A D15TANCE OF 5 FROM THE SOiL AB50RFTION SYSTEM DOWN TO THE CLEAN 9, / ,pl ,oak �. 5 Wf=LL : r 5,.52 l a I H LEAN SAND AND COMPACTED TO ie!d Location I e a :- .: s7 5 t e SAND LAYER. AREA TO BE BACKFILIED WiT C (� ) / ,. 52 t 43J9 . .-;. " ; l 3 `MINIMIZE SETTLING.- 54 I I x 5 .o k Swamp \ SAS •.. c/ 2 / +7.z4 D � L N aTE . CONSERVATION S �� / q } AL 5 .69 �a Parcel 18 � 4 54 3 , 1. LIMIT OF WORK SHALL BE AS SHOWN ON PLAN VIEW. A ROW OF DOUBLE STAKED / b� . ,. - -_., -- .. .!� , m \ AREA`,.OF OBSERVE ION 4 , tiAYBALES SHALL BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE BENCHMARK: F ANY WORK. 4O' COMMENCEMENT O To of Concrete F3ound ,; 3' 8.5' 8.5' 8.5' 8.5' 9' p � / ; , off, .: O,tj .{ - v. {, I 43 s 2.) ROOF RUN-OFF SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS AND DRYWELL.S. soP 36i EL = 53.OG (A55umed) /c,MPOOt l�s'?� ,,0 t ,� 1 2'. X- >'' . _ i r' ' - ' �/Pldd `4@.a4 r e o,,Y i ED AREAS SHALL BE STABILIZED BY VEGETATION AND WOOD CHiPS. " a 3.) ALL D STURB 2-7 A AbF OBSE NATION _ ,• ' R 3 ALL VEGETATION FOR STABILIZATION SHALL BE INDIGENOUS TO THE AREA AND ON THE 6 r r ,..,. ... ..... ,,...,- ,,�s,,.. ...:..,, -... ,,:.,...: ,,,,.,. ,,. t E55P L +52.73 APPROVED PLANT LIST. M.:: o0 . .r .,,.. . , , ..- <. , , .eE,. Ieid Location 8,86 OAIL IT1 54 4 , 4 CONTRACTOR. BUILDER AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS . 4.) CO 2,7. 5d TO AND DURING CONSTRUCTION. PRIOR / 54 TH#2 - 4�3i 40 �� ( 4'4 4 76 LEACHING CHAMBER `. FLOW PROFILE. 4\ jL 4 , ok , PLAN ViEW `, , 53.0485 e wry n'� 46 -� `.. MI G FACiLr Y LOTS 5-8 \ u, Meld Location \ 47 fi )Sf=PTICI _ , `� Total Area p / 4p, (Field Location) \ DIA. CONC. COVERS , 54.6a 43,2io 5F± c 3 / \ P OF E 4 .25 ., TO 55.so RAISED TO WITHIN I OF FINISH CONC. COVER �� - � FOUNDATION N NOTED) GRADE(OR AS O ) a / r� TYPICAQ i _ T WITHIN- i OF FINISH 4 PVC Vent / 540� ... GRADE OR AS NOTED.. :::• = + ( ) Pro o5ed EL=54.0± 54 z Proposed EL-54.5_ p ,^ - 11S IS A REVISED PLAN ,.;. -- \\, \ -• �� ,� �\ � � EV DATE. 35 49.66 OOARD ALL PRIOR PLANS r _ '. 9" MIN-30 MAX !' . 50.28 - : . , PROPOSED WELL �,.z3 52,8 \ No webs 7.5 .r Parcel 15 within 150 of P:a 4 �• O roposed Welf 53 ,. 52.5 \ ..• , h . . .. _:.:.. . ..t _• ,.. :: . _ h .... . - :.._� ,..,~...:.... :.... PLAN � ,. 14 H r- N UP 4_9f4 t 50.09 r -3• 1 * II 1 . . -1 r E. _ . � ,... _��_... _ SCALE �� - 30 52 �e� �5 REVISED MAY 3 I , 2001 53.00 1 OI, �. ,. C L_3 _.t r C_ :� rnn9 Par l ;• 14 2. 5 e11 y. 5 37 52.0 r _: r:_,:r, rn W 52.20 a_`C_;C-1 F I p' No 52.75 r .: 41011 T - , 4 I .,a i" MR. J O h N WA55 ' ta - r.fir• f II P. 0. Box 2295, Centemlle, MA 02G34 2 DROP �•: `SLAB %:.' Well House--► ! a F GA5 BAFLE 50.00 50.00 .SEWAGE Dl P S OSAL SYSTEM / IG13 ;R T A ROUTE G , BARNSTABLE, MA 3 ` fx �q } BENNETT 0 REILLY Inc. 20 34 Of 3 ,. ,�� w re� � y 12 5 - d A . aR : n E gineering, Environmental and Surveying Services ��y ,� ,.,•.,, as 4C> ;•, , .� ,r E.H.W. �, �: Ca. , D BOX LEACHING CHAMBER ,.� .� o SEPTIC TANK i 73 Main Street - Route 6A - _ h m ers _ P.O. Box 1667 H 20 e Four 500 Gallon Leachln C a b �. , �. ;.. 1500 GALLON Us a//j� g,4. (508)886 6630 Office Brewster, MA 02631 608 8$6 4687 Fax r uI 8.5 LX4.83'Wx3.0 H 5hor Precast o E a by "'7 a t -, JE e JMO 8000-2848 03 2 I As Noted R/ i / 2/O 4