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Home My WebLink About0037 BROKEN DIKE WAY - Health 37 broken Dike Way Centerville A = 228 139002 No. 4210 1/3 O RA Pendaflexe �IMM AM .� 10% k NO. '061: - Fee T E COMMONWEALTH OF MASSACHUSETTS E1 red"inomputer: �+ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHU:SETTS 01ppYication for 33i000al *r6tem Conttruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. i Owner's Name,Address and Tel.No. com Assessor's Map/Parce a 1 r®0 Z Installer's Name,Address,and Tel.No. esigner's Name,Address and W.No. &Sri "I� �a�a-' U v„ 36 a•- q9q� V0 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the,afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to.pace the sF� em_iR op anon until,a�Certifi- "i 1101% AND CERTIFY lil l':,;IT,L(� Cate of Compliance has been issued.b t ' f Heal . THE S STEM W INST D IN TRI Sign Application Approved by Date El Application Disapproved or the following reaso6l IF Permit No.X CLK Date Issued 0 N e pr.' »•-f i Fe' TTECe(jMMONWEALTH OF MASSACHUSETTS tered, rnputer: ?. �-� Yes VPUBLIC,HEALTH DIVISION -TOWN OF BARNSTABLE,.MASSACHU. ETTS E - Zlppricationlpr 10i�pogar *pgtem Construction Permit to, `4pplication for a Permit to Construct,(.,. )Repair( )Upgrade(� )Abandon( ) ❑Complete System ❑Indivla4ual Components Location Address or Lot No: Owner's Name,Address and Tel No. Assessor's Map/Parcel Installer's Name,Address;and Tel.No. signer's Name,Address and No. Type of Building: ` Dwelling No.of Bedrooms Lot size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) i i -- Date last inspected- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b th's"$p . f Heal Sign '� Date Application Approved by or14 Date Application Disapproved the following reaso Permit No. +Date Issued ------------------ -------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS r..z Certificate of Compliance - - THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abando e ( by at has n constructed in accordance with the provisions of Title 5 and the for Disposal Syste C nstruction Permit N dated Installer Designer The issuance of t 's permit shall not be construed as a guarantee that the s s�m w'll nction a i ned. P g Y� }� g Date �a 7 Inspector .,V 41J. f V —— —— — ————————————————————————— 10 2 No _�3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ,__._ Di5po5al-*p0tem Construction Permit___ Permission is hereby t d tla ct,9 _) eppa�r( )Upgr ide( Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction t beco ete,-d®�w[ithiinn three years of the date of this t. f Date: Approved .� PP b Y t TOWN OF BARNSTABLE !�Wn 2—337 SEWAGE # I'. LOCATION p' --tom — ASSE SOR'S MAP &LOT ZZ2'139-D02 VILLAGE ' INSTALLER'S NAME&pHONE NO. SEPTIC TANK CAPACITY (size) LEACHING FACILITY: (type) NO.OF BEDROOMS.. 4 BUILDER OR O Z�I OZ i g 5 0 Z COMPLIANCE DATE: pERMITDATE: o _ Separation Distance Between the: Feet Adjusted Groundwater Table and Bottom of Leaching Facility Maximum J )f any wells exist Feet Private Water Supply Well and Leaching Facility on site or within 200 feetof leaching facility) Edge of Wetland and Leaching, (If any wetlands exist Feet within 300 feet o�Ieac n facility) Furnished by 91 a 3a' Via- I i1�a„ 3 H 3 �5� 11/04/2003 03:05 5087905982 BOSWORTH ASSOCIATES PAGE 01 N o BARBARA BEANE r N/1` MAP 228 N/F JOHN & KATHERINE DOHERTY PAR. 194 REGINA M. HURLEY ASSESSORS MAP 228 ASSESSORS MAP 228 N/F PARCEL 59 PARCEL 58 GERALD DAMBROSTO •`•� ASSESSORS MAP 228 �-� PARCEL 58 BETVCHMARK SET TOP OF CONCRETE 1 t BOUND e �00 t EIEY 5.18 NGVD Alb- � � I EXISTING ' w. 0 , FOUNDATION `yo HIGH PT. 15.0 1 11 It �+ •- �' "NOTE: SEPTIC COMPONENTS ARE LOCATED GREATER THAN 10' OFF THE FOUNDATION CL GETATIOf N/F �E (� CHANDLER OSWORTH ASSESSORS MAP 228 C \ PARCEL 139-002 38.182t YETI A F UPLAND ACRES ACRES rn ® \\ TOTAL AREA 8* ACRES N / ` THE STRUCTURE IS LOCATED IN ZONE 8 & C gol AS REDISIGNATED BY FEMA IN AUGUST OF 2002 PKFAM FM* \ BOSWORTH ASSOC. P.O. BOX 685 \ 1645 FALMOUTH RD. UNIT 4 2nd FLOOR . CEN ERVILLE, MA I HEREBY C ER11FY TO THE PEST OF THE BSC GROUP, INC MY PROFESSIONAL. KNOV MGE. INFORMATION AND SEUL'f° THAT THE Nor 657 MAIN _STREET WEST YARMOUTH MA. LOT CORNERS. DIMENSIONS AND SETBACKS TO IME STRUCTURE AS SCALE: r-50, DETERMINED BY INSTRUMENT SURVEY CERTIFIED AND AS SHOMM ON THIS PLAN ARE PLOT PLANDATE- 10/17/03 CORRECT. BROKEN DIKE WAY JOB#, 0243.00 LA CRAIc .. FIELD. PLS DATE BARNSTABLE FOR THE ®SC GROUP. INC. MASSACHUSETTS SHEET'1 OF 1 TOWN OF BARNSTABLE of 9414� LOCATION 2 tAI SEWAGE # &02—?J 37 VILLAGE A ASSE SOR'S MAP & LOT 222-139-002 INSTALLER'S NAME&PHONE NO. � /� SEPTIC TANK CAPACITY i Cr-) LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR 0 PERMITDATE: .5 Z COMPLIANCE DATE: I Z1 OZ- Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of lea c 'n facility) Feet Furnished by @J _ � f w � 3a' Ll a 6-u 3 Lis, i . i I �I BSC GROUP l 37 -BROKE N<:DIKE-\LANE TITLE V,VARIANCE;REQLJEST MASSACIiUSETTS DEP y ` ' )ai;uan``2, 200? r � _ PREPARED FOR: z- BOSWORTH ASSOCIATES' - 1645 FALMOUTH ROAD 'UNIT C CENTERVILLE',MA.02632 PREPARED BY: ' The BSC,Group, ti 657,MAIN STREET,UNIT 6 4 f ROUTE 28 N �r ` s x WEST YARMOUTH,MA 02673 y r - COMMONWEALTH OF MASSACHUSETTS z f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner February 7,2Q02 Susan G. Rask RE: BARNSTIABLE—BRPWP59B - Board of Health Subsurface Sewage Disposal-Proposed P.O. Box 534 Variances to 310 CMR 15.000 of Title 5 of Hyannis,"Massachusetts 02601 The State�Envirohmental Code for 37 Broken Dike Lane and Transmittal No.W024895 Chandler Bosworth Bosworth Association 1645 Falmouth Road,Unit C,2nd Floor P.O. Box 685 Centerville,Massachusetts 02632 ro Dear Ms. Rask and Mr. Bosworth:. Pursuant to Title 5 of the State Environmental,Code,310 CMR:15.412,the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application. The applicant requested Department approval of variances granted by the Barnstable Board of Health for the on-site sewage treatment and disposal system at 37 Broken Dike Lane. The proposed system will serve a proposed 4-bedroom residence. The application contains a copy of the Board of Health's grant of variances from the following provisions of Title 5, 310 CMR 15.000: 310 CMR 15.211: Minimum setback distances: the proposed soil absorption system will be installed 38' from the top of a coastal bank. The proposed reserve area will be 29' from the top of a coastal bank. As part of the application,the Department received a plan titled as follows: `;`SEWAGE.DISPOSAL SYSTEM DESIGN #37 BROKEN DIKE t r; i BARNSTABLE, MASSACHUSETTS PREPARED FOR: BOSWORTH ASSOC. P.O. BOX 685 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.mass.gov/dep �� Printed on Recycled Paper 2 1645 FALMOUTH RD. UNIT C,2'FLOOR CENTERVILLE, MA 02632 DATE: 6/12/01 LAST REVISED 10/18/01 BSC GROUP 657 MAIN STREET,RT. 28,UNIT 6 W. YARMOUTH, MASSACHUSETTS 02673" Based upon its review of the application,and in accordance with 310 CMR 15.410,the Department has determined both of the following: 1. The applicant has established that enforcement of 310 CMR 15.000 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Due to lot limitations the system cannot be located elsewhere on the property. Based on this information,the applicant has demonstrated that to deny the variance would be manifestly unjust. 2. The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant has established equivalent environmental protection because the system has been designed to maximize the separation to a non- eroding coastal bank. The Department,therefore,approves the requested variances subject to the following conditions: 1. Prior to installation of the system,the owner shall obtain a Disposal System Construction Permit from the Barnstable Board of Health. 2. Prior to the issuance of the Disposal System Construction Permit,the owner shall obtain an Order of Conditions as required under the Wetlands Protection Act. Please note that the conditions, outlined above, do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of Health. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Very truly yours, Brian A. Dudley Bureau of Resource Pr tection D/CD/cb cc: David J. Crispin BSC Group 384 Washington Street Norwell,MA 02061 3 DEP Watershed Permitting Program, Title 5 Section, Boston This Variance Approval is an action of the Department. Any person aggrieved by this action, may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked within thirty (30) days of the Variance Approval date. Under 310 CMR 1.01(6)(b), the request must state clearly and concisely the facts, which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth o�'�Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship. BSC GROUP TRANSMITTAL To: Barnstable Board of Health Date: 01/11/02 200 Main Street Proj. No: 4-8243.00 Hyannis, MA. 02601 Project: Broken Dike Variance Request We are sending you: ®Attached ❑Under Separate Cover Via: 657 Main Street ❑ Overnight Delivery ❑Taxi ❑ Regular Mail Unit 6A, Route 28 ❑Messenger ❑Direct from printer ® Other: Yarmouth, MA 02673 The following items: Tel: 508-778-8919 ❑ Change Order ❑ Drawings ❑ Prints ❑ Samples Fax: 508-778-8966 ❑ Copy of Letter ❑ Photocopies ❑Reports ❑ Specifications ❑ Digital Media ® Plans ❑ Other: No. of Copies Drawings No. Date or Revision Description 1 Booklet to be filed for a Variance Request This information is: ❑ For Your Information ❑Approved as submitted ❑ Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑ Return _corrected prints ❑ Preliminary ❑Disapproved ❑ Submit _copies for ❑Revised Plans ❑ Returned for corrections distribution ❑ Final Plans ❑ Sent for your review&comment Remarks: cc: Note: If enclosures are not as noted,please BSC Files Signed: contact us immediately. UATodocumentl.doc .f i ' TITLE V VARIANCE REQUEST BRP WP 59c 37 BROKEN DIKE LANE ' BARNSTABLE, MA 02601 ' PREPARED FOR BOSWORTH ASSOCIATES ' 1645 FALMOUTH ROAD, UNIT C CENTERVILLE, MA 02632 ' PREPARED BY THE BSC GROUP, INC. 384 WASHINGTON ST. NORWELL, MA 02061 January 2, 2002 ' BSC FILE NO. 4 -8243.00 H:\AN DY\48243 temp\cover.doc - ' MBSC GROUP 384 Washington St. Norwell, MA o2o61 Tel: 781-659-7981 Fax:617-345-8027 Yp January 2, 2002 Department of Environmental Protection Southeast Region ' 20 Riverside Drive Lakeville, Massachusetts 02347 p Attention: Watershed Permitting Program-Title 5 Subject: Title 5 Variance Request (BRP WP59b) 37 Broken Dike Lane, Barnstable, MA ' Transmittal No. W024895 a Dear DEP: ' The purpose of this letter is to provide relevant information regarding the Title 5 Variance P g b Request (BRP WP59b), for a proposed sewage disposal system design at 37 Broken Dike ' Lane, located in Barnstable, Massachusetts. BSC has prepared this letter on behalf of the applicant, Bosworth Associates, of Centerville, Massachusetts. Attachment 1 provides two (2) sets of plans for the proposed sewage disposal system design. Title 5 Variances Requested: 310 CMR 15.211 (1) Minimum Setback Distances: Item Required (ft) Proposed (ft) Variance Requested (ft) -; Coastal Bank to SAS 50 38 12 ' Coastal Bank to Reserve Area 50 29 21 E Engineers. Note: SAS = Soil Adsorption System Environmental On November 20, 2001, the Barnstable Board of Health approved the variances at a publiscientists meeting. Attachment 2 provides a copy of the Barnstable Board of Health Approval letter ' dated December 9, 2001. GIS Consultants A copy of the notification to abutters and a list of abutters are presented in Attachment 3. Landscape Architects Planners ' Surveyors i L e$ k+ Title 5 Variance.Request 37 Broken Dike Barnstable,MA ` January 2, 2002 ? ' 4 r^ Page 2 r..t BSC is of the opinion that enforcement of the required setbacks specified at 310 CMR r 15.211 (1) would be manifestly unjust due to the following: • The Barnstable Conservation Commission issued a Notice of Resource Area Delineation (NORAD) by under DEP file number SE3-3811 on May 16, 2001. y.a Resource areas delineated and described on the eight (8) ± acre subject property were bordering vegetated wetlands (BVW), floodplain, riverfront area, and coastal banks. In summary, the subject property consists of 7 ± acres of wetlands and 1 ± acre of ,X uplands. Attachment 4 provides a copy of the Order of Resource Area Delineation �. �3 SE3-3811. j ' • BSC designed the proposed sewage disposal system for a four (4)-bedroom dwelling that meets all required Title V standards except the distance to coast bank. r • BSC evaluated a smaller proposed sewage disposal system by sizing a system fora two (2) bedroom dwelling and determined that it was the width (not the length) of the ; SAS that most significantly affected the setback to coastal banks. As such, the top of ' coastal bank is configured so that the fifty-foot setback to coastal bank could not be met. • In summary, the inability to meet the required setback would be manifestly unjust and would not allow the applicant to use the subject property for residential uses without construction of any subsurface sewage system. ; BSC is of the opinion that the proposed sewage system disposal design is considered to j provide an equivalent degree of environmental protection to that provided under 310 CMR 15.000 can be achieved thorough the following, Distance to Coastal Bank • The coastal bank present on the subject property is not considered as a `wet' wetland. ' ' Further, BSC is of the opinion that inclusion of coastal banks as resouice areas in Title 5 was to deter the placement of subsurface sewage disposal systems in areas where bank erosion could' expose the disposal system. As the coastal bank present t° on the subject property is not eroding, it is not anticipated to create such a condition where the subsurface disposal system would be exposed. The coastal bank present on s AF the subject property is heavily wooded, not eroding, nor does it face seaward. , Inspection of the coastal bank indicates that it appears to be partially man-made by apparent historical excavation activities. Based on this information, BSC is of the Po Title 5 Variance Request 37 Broken Dike Barnstable, MA January 2, 2002 Page 3 b' opinion that the placement of the proposed sewage system within the requested •..= � variances provides the equivalent degree of environmental protection. , Please contact me at (617) 896-4451 if you have any questions or require additional information regarding this matter. Sincerely, ' The _ ro p �t .•w /PPLS David J. Crispi Sr. Associate Attachments ' 1 Plans 2 Barnstable Board of Health Approval Letter dated 12/9/01 3 Proof of Notification/Abutters List ' 4 WPA Form 4B, DEP File SE3-3811 ' Forms ' • BRP WP 59b xE{±. • Transmittal Form ' cc/ 1)Bamstable Board of Health, Barnstable Town Offices, 367 Main Street, Hyannis, MA : 02601; 2) Bosworth Associates, c/o Chandler Bosworth, 1645 Falmouth Road, Centerville, MA 02632 H:\ANDY\48243temp\deptitleV-variance.doc u s. 9 ti _4'kl 1 1 1 1 1 1 1 1 1 1 1 1 i I � 1 1 Attachment 2 Barnstable Board of Health Approval Letter Dated December 9, 2001 I i Dec 21 01 11 : 23a p, 2 F Tkr.lE TT , Town of Barnstable • .asxscweu, • Board of health P.U.Box 534,Hyands-MA 02601 Office, 508-862-4w Susan G.RUK X.S. FAX: 508.790-6304 Sumner Kadman,MSPH ' Wayne NfiUcr,M.D. ,.' December 9, 2001 Mr. Craig Field BSC Group, Inc. 657 Main Street Unit#16 ' West Yarmouth, MA 02673 RE: 37 Broken Dike Way ' A=228 -139.00 Dear Mr. Field: ' You are granted variances, on behalf of your client Chandler Bosworth, to install an onsite sewage disposal system at 37 Broken Dike Way, Barnstable. ' The variances granted.are as follows: 310 CMR 15.211: To install a soil absorption system only 38 feet away ' from a coastal bank, 310 CMR 15.211: The reserve area would be located only 29 feet away ' from a coastal bank. ' The variances are granted with the following conditions: (1) No more than four (4) bedrooms,maximum are authorized at this ' property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection.. ' Field3 Dec 21 01 11 : 24a p. 3 (2) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms. A copy of the recorded deed restriction shall be submitted to the Health Agent ' prior to obtaining a disposal works, construction permit. (3) The septic system shall be installed in strict accordance with the ' engineered plans dated October 18, 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 submitted plans dated October 18, 2001. ' (5) The applicant shall obtain variance approvals from the MA Department of Environmental Protection. This variance is granted because physical constraints at the site severely restrict ' the location of a soil absorption system due to the fact that wetlands adjoin the lot on three sides. The designing engineer recently redesigned the soil absorption system to maximize the setbacks from these wetlands. The soil absorption ' .system will be seventy-five (75) feet away from the wetlands. ' Sincerely yours, Susan G. RJk, R.S. Chairperson Board of Health ' Town of Barnstable SGR/bcs Q;WP:field ' Fleld3 ABUTTER NOTIFICATION LETTER ' DATE: July 11,2001 RE: Upcoming Barnstable Board of Health Public Hearing ' To Whom It May Concern: ' As a direct abutter of a proposed project,please be advised that a variance from the Board of Health has been filed at the Barnstable Town Hall. APPLICANT: Chandler Bosworth PROJECT ADDRESS OR LOCATION: 37 Broken Dike Way ASSESSOR'S MAP&BLOCK: MAP 228 PARCEL 139-002 PROJECT DESCRIPTION: The proposed project involves ' construction of a single family home,driveway and a sewage disposal system. ' APPLICANT'S AGENT: The BSC Group,Inc. Attn: Craig Field #657 Route 28(Main St.) ' Unit 6 West Yarmouth,MA 02673 PUBLLIC HEARING: Barnstable Town Hall Date: August 21,2001 ' TIME: 7.00 P.M. NOTE: Plans and application describing the proposed activity are on file with the Board of Health ' Commission at(508)760-6265. P/PRJ/48243/CORRES PONDANCE/AB UTTERNTFY.DOC i ' Attachment 3 Proof of Notification/Abutters List r Abutters within 300' Of Map 228 PareeJ 139-002 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abut list is responsible for ensuring the correct notification of abutter s. Owner and address data taken from November 2000 Ass abutters. The rsbase.or of this Niappar OwnerI Assessor's database.__ __ Owner-2 Address 1227005 ISCANLON,MICHAEL&MARy&JAYNE Clty — i -- — _ Stat Zi _ —. --._— -- — P Country L J233 ELLIOTT RD - --V __ 1227021 ICHRISTIAN CAMP MEETNG ASSOC - ICENTERVILI.,E ,02632 - r-- -- --__ /*EGGERS,RICHARDH t- -- _ I227022001 JWHITE,ALLENJ TRS -- _-- JR RAIG ILLS A - -- -.-_....=___ v _ _ °.oALGER JOHN R _-_—_._ _.— -_ III 102636 USA— __ j5 PARKER RD IOSTERVILLE L - 227072 rARNSTABLE DEVELOPMENT TRUST T� _ _ — - - ---L---� /°ASSESSORS OFFICE - �- ------J IMA 102655 IUSA_ 7367MARVST �•-__--._ - -- I i L________ __ -- 4.. - j227073 .WHITE,EDEN A TR - - ___ - -_ �JANICE M.WHITE TRUST --'__=_=-.=_�___-_ IMA 102G01 IUSA 2�27074 ---- = == I- -__-- j273 ELLIOTT ROAD ICENTERVILLE— -"- --=_ -- —WHITE,JANICE M — I USA j L_—. .—_—_ --I.-- — IMA 10263< T- -- - -- .— —'--- -- �— --.—..—_—==_ ELLIOTT RD _ -- -- __ _ __ __ __ __ -- _—..—___..-- [CENTERVILLE My 227075 WHITE,EDEN A TR -r- . I I I �2632 US I --_ -- JANLCE MWHITE FAMILY TRUST 273 ELUOT ROAD `ENTERV — - --_I• I_—_—� 1227076 1MCCOP.D,MICHAEL W&SUZANN H C ILLE 02G32 - --J —T ----= j jMA - _ L _ --I_._ — � .USA i j313 ELLIOTT RD ICENTERVILLE "�_ 227077 �TCH,LEA F TR --'-- - I--- - I 32 I MA 026 �327 ELLIOTT RD - -- - --�...—.--. ICENTERVILLE -T-- IUSA 'II 227078 CULLIVAN,JOHN F& --" — -�� MA ,02632 Ai\1BER --- - -- =- - -- — I9 BROKEN DLKE WAY T -- -_._._�-.- =_- j227079 �MESSNER,CHARLOTTE R TR--" --- �-'- ----. CENTER VILLE (MA 102632 I S -- ICRM 1JOMRJEE TRUST -,__ __ -- -I _ __ __ _ -- - 127 BROKEN DIKE WAY jCENTERVIL.LE - -'— ---`i -- �227080 jREVOTSKIE,NICHOLAS EST °" -- _ -.-�._ jNIA 102632 __ -- - /oREVOTSKL,ORETCHEN F TR-- r- = L I I_ I J -- ------.._-- I j68 ROLLING LANE W STON ='MA-MA - -_-J 27081 IICUE iZ =L CATHERINE H - -- -- -- L_ - - --.----1 _— —. -- - ---I-- - --.—_ .J-..___.__. -- I IUSA � - -..--_--. —!� 118 BROKEN DIKE WAS' ICENTERVILLE TM -T - 27091 -- - - i IZ SETTERLUND,RICHARD E- r- _==-=.-____ L ._ I A �02632 — i :DALE E SUTTERLUND - - _ i �262 ELLIOTT - -- -- O_ts -_..__ —_ ___ ___ I RD CENTER VILLE A �0263 1228052 IYABLOI:SKI,RONALD C& _ I _ jM I 2 IUSA IYABLONSkI,CHRISTRJE J ---- _._. ARCH STREET i-- -_ ___..._---- -�--_- — I R. WSBURY -- --- - -- L- I IMA O 7 SHR 1545 jUSA ---= __ -- -- -- — L - I -- - Thorsday,March 6,2001 -- -- --- --..� - -- ----- -- -- --� --. Pagel of 3 I 9 Mappar OR'nerl Owner2 Address city — — _ y Stat Zip Country 228053 jCORICERY,MATTHEW B&AWN M 1 `-- - -i- - __ _ L- „-- --- AL[SBURY SCHO ISBURY T - 068 --- S OL SAL J— -- -- -- ...1—.— - ---- —. - - ------- - ..-L----...--. SA ,228054 IFRUCCI,K M&MILLANE,J M& T - -_"- IC I - __ IU � ODONNELL&DOHERTY&FRISBY I42 WAREHOUSE RD HYANNISIMAJ-- -.. - - -- --- -- _- -.-- --.....-- 601 �...-.-�..OHERT ...-- -.-. -- --.. ---.... 2 SA p 228055 DOHERTY,JOHN&KATHEROJE �- - -- - __ _ _ - --- ' WAREHOUSE RD YANNIS A - =. I42 -- - -- - y )H 2 01 Ug 228056 KOKKINOS,CHRISTOPHER&SHERYL A -- '-- --- -•-.. �-)0 A ONE LJSA LN'- -- IACTON- -.--- MA 01720 -- 228058 (HURLEY,REGINA M - -- - -- _- -- - 154 P.ATHERINE RD --' � � iCENTERVILLE :MA I02632 05-. .. D -.-J01 1228059 OHERTY, pJ&KATHERINE -- '--- - -- �2 WAREHOUSE RD - -- - - -- HYANMS - -- =-_- -- Afl2601 USA 228060 PUCCIAT 71,DANIEL IArrri PUCCIATTI -_ = _ I75 MAUREEN RD _CENTERVJLLE ft,.fq T263 -- .—. --....--.I_...--...-- --___ i - -- 17.28061 iSiU,MOL(N M -- ' '--"- --- __ --- --- =FLAT C BLOCK I )0/F _ SADDLE RJDGE GARDEN MAONSHAN --- HONGKONG�228070 NICKULAS,LARRY D i IPo Box 507 STABL —.—•— W BARNSTABLEMA 266 228071 MCNAJ,4ARA,PHILIP GM_ ) IP O BOX 687 - -�t`4IDDLEBOROUGH - -J---! : - -I A I02346 (USA �228073 iKACZYK,JOSEPH F&THERESE M -- -- -'- '- —. I --i169 KATHERME RD ICENTERVJLLE IMA I02632 (USA i T...- - - I228074 IKEIL,R►CHARD B&VIRGINIA 79 JOAJY ROAD NT(CE ---.. . -. ..-- IMA I02632 - r2807 -,SU VA LLIN,DORJS E 9 --- ----r --._.._--- —— —...—..- -- (USA 70 JOAN RD CEIJTERVILLE I I IMA 2632 USA -- 228080 -- --..-— — ;MAM�AL,RICHARD K&KAREN L - -- "-' _-_ __ -- - - __ I88 Ef LIOTTRD -TENTERVILLE -� 632 -- �. .. —LImo' �oi TS J '28081 ICASEI',ROBERT F TR T.- - I` 1CAS£Y FAMILY TRUST 129 K - E -- ' _-_-_-- � ATHERINE RD �CENTERVILLE - --- -- - --.. .-1-.. ;MA 02632 USA LL23082 IRETI,ROBERT S I 235 W 48TH ST-APT 30G INEW YORK -I = 10 1 I228139001' [LOMAICI,ARJ V& --- --_ -- ;YOUNG,TAINTJDRA R -- -- - --- _1__A 209 ELLIOTT RD - - - ,CENTERVILLE - 1 --" '- - � IMA 102632 1 Thursday,March 01,2001 Page 2 of 3 i Nlappar O"Inerl Owner2 L — 6960_2 WHITE, �_M�& ___F_ Address City Stat Zip Country 228 VH CARL S 1PO BOX 979 — Ug :MA P260i A 6 i6 2 us IMANNAL,RICHARD K&KAPLEN L 8= :=7= ELLIOTT RD CENTERVILLE IMAM 62'632--- .. I I -USA AL, RICHARD K&K-AREI 188 ELLIOTT RD ICENTERVILLE IMA 02632 228148 'USA 0 PAULINE T !PO BOX 29 JHYANNIS 'FM A F2WIF _fU&_ 228150 MCNAKiA�'� J TRS& IMCNAMAPLA,MARGARET M =1514 MAUREEN RD - — NTERVILLE L 02632 IUSA 228151' T 7 D'A- I I VIS,GEORGE&ELIZABETH ITHE JOAN ROAD REALTY TRdS__-F___!�_l_JOANR0_ Im AD E A 02632 USA 1228-152-- LLY,W 'CONNOLLY:PAULA 0 571 I�TI:ERI.NF RD IC-ENT A 2632 -USA iCCLA'SE—ST :228171 JTETOTSKJE,til i I I%REVOTSI'JE,GRETCHEN,TR 68 ROLLING LANE 014' MA JU2193:2439 IJS'A' 228183 -COX DONALD A&GRACE A F_ '113 HEADWATERS RD !CENTERVILLE IIMA !;02632 ]USA 22E19_4 "--B—F-ANE,BARBARA A �.7 —71 64 K,�TEPJNE ROAD I-CENTERVILLE-- MA —.1. 1 102632 iUS 228197 BUCKLER,K CLER.,CHARLES W k,ELAJNF F_Tj�s_ 1100 R I DG EW 00 D.ELLIOTT NOMINEE_1NE E 1-8 I—ELLIOTT L IOTT R6 :TR CENTERVILLE IMA TO i_63 LT_ f28198 .808 SOUTH MAIN ST _TCE_N 'TE`R_ VILLE ;MA 32IUSA 247256 WHITE,ALLEN J&RIEDELL,CARL S ;%RIEDELL,CARL$ I77 TKAiN S JOSTERVLLE MA '02655 I� A 2-48-0-57006 JWHITE,ALLEN I' _IEEL , � LS PO BOX 979 NIS HYAN IMA :02601 jUSA ' Thursday,March 01,2001 Page 3 of 3 t h 17 I n V ISO r�:' ,,,JJJ o -- u, r .'j / ,vIr 4' it xna ea rl�� M _iu }� 6- 51 �BB++�� i'. BC :4146 It / well nr n j 3t WI" -> 1t13 3" 4 tl ii i7 in i� rum _ �rgqrn c_'4!' fin' ly4 `'1I 1C!D / l< '�' �/ WillMn t ' LL 139 39 -, 80 /gym 7111 ,•I �rar �• \ - 22-1 m ry t,r In, 5 �', ar a n^ 61-2 r r 12' m 1 311 ;w e89 \ wy9in - nn,,� 7 _ � eft � ti- •1 in gal ,t ;.y\ 8> � ilot �:'�u�., _. ` Y u29 r. SCALE. l = PARCEL MAP228 139-002 3 u M JITT ERS ) a vu 8 W - � Pa9 P V S getat Planimehia,d m h,and NOTE: Tha parcel lines ore only graphic replesenfOlions DATA SOURCES: Pla,imehics(man-made features)were iNerpreted From 1995 ' vegetation were mopped to meet golional of property boundaries They are not true lomtions,and Map Accuraq'Standards of o scale of do not represent actual relofionships to physical objects COrporohon. Planimehia,grand vegetation were n aerrol photographs by the James 1 )Do,. W. Mari l Company. Topography and vegetation ion Trot Ipfeled hom 1989 aeual photographs by GE0D on the mop, topography, lopped to meet gofionol Mop Accarocy Standards at o stole of]"=100'. were lines were digitized from 1000 Tow,of Barnstable Assessai s lax mops. R, Cl C,2 1 60 T O To Jew Attachment 4 WPA Form 4B- Order of Resource Area Delineation II , Sep .11 01 12: O7p p, 2 Massachusetts Department of Environmental Protection D5P File.Number: Bureau of Resource Protection -Wetlands PA ForM 4FB Ordf Resourc;e Area Delineation s vlded 1 — er o Provided by DEP ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important:When tilling out From; forms on the Barnstable computor,uee conservation Gurtunission only the tab key to move This Issuance is for(check one): ' your cursor- do not use the ® order of Resource Area Delineation return key. ❑ Amended Order of Resource Area Delineation W�E�— I To: Applicant: Property Owner(if different from applicant); Bosworth Assoclat;e5, Gnandle•D05WOrth _ Allen White& Carl Riedell ' Name Name ••• . PO Box 685, 1645 Falmouth Road PO Box 979 Mailing Address mailing Acirimss _Centerville MA 02632 Hvannis MA 02601 ' State Zip Code Citylrown State Zip Code City/Town 1. Project Location: ' 37 Broken hike Road Centerville — Street Address C114]Town - 228 139-002 Assessors Map/Plat Number Parcel/Lot Number 2. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: Site Plan of Existing Conditions &Wetlands Resource Area Pain by Craig Field, LS Mav 7. 2001 _ Title bate — Date _ Title ' Title Date 3. Datc=: ' March 14, 2001 M2y 8. 2001 _ - _ May 16, 2001 _ Date Notice of Intent Filed Date Public hearing Closed Date of issuance Pago 1 or 3 wpzicrnl4D,=•mv-wiwo'I Sep 11 01 12: 07p p, e r . Massachusetts Department of Environmental Protection Bureau or Resource Protection -Wetlands DEP File Number; i PA Form 4S - arder of Resource Area Delineation sus-3s1I...____ Provided by DEP Massachusetts Wetlands Protection Act N►.G.L. c. 131, §40 S. Order or Delineation (cont.) w This Order of resource Area Delineation determines the boundarics of thoso rosourco areas noted above- and is binding as to all decisions rendered pursuant to the Massachusetts:Wetlands Protection Act (M,G.L. c.131, §40) and its regulations (310 CMR 10.00) regarding such boundaries. This Order does ' not, howover, determine the boundaries of any resource araa or Buffer Zone to any resource area not specifically noted above, regardless of whether such boundaries are contained on the plans attached to this Order or to the Abbreviated Notice of Resource Area Delineation. 1 This Order must be signed by a majority of the Conservation Commission. The Order must be sent by certified mall (return receipt requested) or hand delivered to the applicant A copy also must be mailed or- hand rielivprtad at the same time to the appropriate DEP Regional Office (see Appe :A) ' Signaturm& CL This Order is valid for three years from the date of issuance. This Order is issued to the applicant and the property owner(if different) as follows: [f by hand delivery on ( by ueil.iried mall, return receipt requested on May 16, 2001 Gate _ Date I C_ Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order; or any ten residents of the city vi town in which such land is io:ated, are hereby notified of their right to request the appropriate DEP Regional Office(see Appendix A) to issue a Superseding Order . of Resource Area Delineation. The request must be made by certified mail or hand delivery to the Depai trttent, with the appropriate filing fee and a completed Appendix E; Rcqucst for Departmental Action Fee Transmittal Form, as provided in 310 CMR 10,03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L, c, 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal bylaw or ordinance, and not on the Mlassachusetti; Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. 1 woetartn46.doc.m.-,:auro' Pap S of C 1 BSC GROUP 1 8 3 4 Washington St. Norwell, MA 02o6i 81-6 9-: September 11, 2001 Tel 7 5, 798r Fax:617-34;-8027 Town of Barnstable Board of Health 367 Main Street Hyannis, Massachusetts 02601 RE: Clarification of BSC's Understanding on Barnstable Conservation Commission's Position Regarding 37 Broken Dike Road, Centerville, Massachusetts, BSC Job#48243.00 E Dear Members of the Board of Health: (.. k j The BSC.Group is pleased to provide clarification on issues related to the proposed construction of a single family home at 37 Broken Dike Road, Centerville; 1' Massachusetts (the Site). The purpose of this letter is to advise the Board of Health on BSC's understanding of Barnstable Conservation Commission's position on the interpretation of the Riverfront Area located at the site. This interpretation is based on the ANORAD approved by the Barnstable Conservation Commission under DEP File #SE3 —3811. The Pose ro d project at the site will be in accordance with 310 CMR Section 10.58 P P ) G (Riverfront Area). The following Riverfront Area Regulations apply to this site: 1. The lot was recorded prior to August 1996 so the scope is limited to the lot and the Conservation Commission shall allow a single family home but minimize the impacts to the Riverfrom Area to the maximum extent feasible through the filing of a Notice of intent. 2. Construction of a Single Family Home. The construction of the single family home _ will be regulated by special conditions promulgated under the Notice of Intent procedure by the Conservation Commission. The applicant is aware that any disturbances and/or structures outside the footprint of the single family home would be tightly regulated by the Commission and kept to.a minimal size. This project is classified as a Limited Project under 310 C1v1P. 10.53. In the early 1990's, the previous owners filed, received authorization; and built a wooded bridge with enclosed utilities. At that time the owners were advised to file a Notice Engineers of Intent with the Barnstable Conservation Commission for any further : construction on the lot. Environmental Scientists Again, the purpose of thus letter is to advise the Board of Health on BSC's understanding of the Conservation Commission's position on future development of GIS Consultants the above listed site. =nclosed for your review is a coPV of the Order of Resource Area Delineation issued by the Barnstable Conservation Commission. Landscape Architects k Planners I', , Survevors f1f' � � Once you have had aca 2 o reviewthis p!/et and stlerequirements pas call me at (7 d 6.59 - 7981 or b! !£ Gaewood ate B rnsac U■ Conservation Commission. should you have further questions. Sincerely, ±SC GROUP . � -» Nonna W. 1-6yes . } . Project D13a7 $ Associate . § . ƒ � CC: SSC Cape Office Robert GaLewood, Conservation Commission Administrator \ � � \ . � � � � .� . � . � m � � . � : Massachusetts Department of Environmental Protection Bureau of Resource Protection —Watershed Permitting —Title 5 W024895 1.1 B R P P 5 9 b Transmittal # DEP Approval of Variance granted by Board of Health, except Facility ID (if known) variance for increased flow to existing system Application Form This application must be filed by persons required to obtain DEP approval under the category specified above in accordance with 310 CMR 15.000: The State Environmental Code Title 5: Standard Requirements for the Siting, Construction, Inspection, Upgrade and Expansion of On-site Sewage Treatment and Disposal Systems and for the Transport and Disposal of Septage. DEP approval is subject to fees established under Massachusetts General Laws, Chapter 21 A, Section 18 and 310 CMR 4.00, Timely Action Schedule and Fee Provisions. A. Applicant Information 1 Important: When filling out 1. Applicant: forms on the computer, use Bosworth Associates, c/o Chandler Bosworth only the tab key Name ,to move your 1645 Falmouth Road, Unit C cursor-do not Street Address use the return key. Centerville MA 02632 City/Town State Zip Code teb (508) 790-2442 Telephone iemrn . 2. Facility/Proposed System Address: 37 Broken Dike Lane Address Barnstable MA 02601 City/Town State Zip Code 3. Design Engineer or Sanitarian: The BSC Group, 384 Washington St. Address: Norwell MA 02061 City/Town State Zip Code (781) 659-7981 Telephone 4. Registration: David J. Crispin, P.E. Massachusetts Registered P.E. Massachusetts Reoistered Sanitarian 32112 Registration Number Wp59b59c.doc•7/01 Wp591b•Page 1 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Watershed Permitting —Title 5 Wo24895 }� Transmittal # DEP Approval of Variance granted by Board of Health, except Facility ID (if known) variance for increased flow to existing system A. Applicant Information (cont.) 5. Is the proposed system part of a project requiring a filing under 301 CMR 10.00, the Massachusetts Environmental Policy Act? ❑ Yes ® No If Yes, MEPA# If yes, has final action been taken? ❑ Yes ❑ No If Yes, Date If yes, is a copy of the final actin attached? ❑ Yes ❑ No 6. The legal entity that owns or will own this facility is: ❑ Individual ❑ Municipality ® Private Partnership ❑ Federal ❑ State/Country ❑ Corporation ❑ Other Specify Bosworth Associates, c/o Chandler Bosworth Name 1645 Falmouth Road, Unit C, 2nd Floor, Centerville, MA 02632 Address (508) 790-2442 Telephone I 7. Two complete sets of plans and specifications, (four for submittals to the Springfield Office), including a locus map, properly stamped and signed by a Massachusetts Registered Professional Engineer or Massachusetts Registered Sanitarian must accompany the application. Is the approval letter attached? ® Yes ❑ No Wp59b59c.doc•7/01 Wp59b•Page 2 of 5 ' Massachusetts Department of Environmental Protection LirBureau of Resource Protection —Watershed Permitting —Title 5 W024895 �� Transmittal # DEP Approval of Variance granted by Board of Health, except Facility ID (if known) variance for increased flow to existing system A. Applicant Information (cont.) ' 8. ® Variance(s) from the following Title 5 provision(s) is/are being sought: See letter dates! 1/2/02 9. The approval letter issued by the Board of Health having jurisdiction over the system, that granted the variance must be attached. Is the approval letter attached? ® Yes ❑ No 10. If applyingfor approval of a variance that requires notification of abutters under 310 CMR 15.41 1 a PP q , copy of the notification sent to the abutters and proof of notice must accompany this application. Is a copy and proof of the notification attached? ® Yes ❑ No 11. In accordance with 310 CMR 15.410, the applicant must establish that the strict enforcement of the provision of the Code for which the variance is being sought would be manifestly unjust and that a level of environmental protection that is at least equivalent to that provided under the Code can be achieved without strict application of the particular provision. Is documentation in support of meeting these requirements attached? ® Yes ❑ No 1 Wp59b59c.doc•7/01 Wp59b•Page 3 of 5 ' Massachusetts Department of Environmental Protection LlT Bureau of Resource Protection —Watershed Permitting —Title 5 W024895 9bTransmittal # ' DEP Approval of Variance ranted b Board of Health except PP 9 Y � P Facility ID (if known) variance for increased flow to existing system A. Applicant Information (cont.) 11. (cont.) You must complete the following: a) I have established that enforcement of the provision from which a variance is sought would be manifestly unjust, considering all of the relevant facts and circumstance of this case, as follows: Please refer to attached BSC letter dated 1/2/02 (Use and attach additional sheets, as necessary) b) I have established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of the provision(s) from which I am seeking a variance as follows: Please refer to attached BSC letter dated 1/2/02 (Use and attach additional sheets, as necessary) 12. Is the variance requested for new construction as "new construction" is defined in 310 CMR 15.002? Yes ❑ No If yes, you must complete the following: I have established that enforcement of the provision from which a variance is sought would .deprive me of substantially all beneficial use of the subject property as follows: Please refer to attached BSC letter dated 1/2/02 (Use and attach additional sheets, as necessary) Wp59b59c.doc•7/01 Wp59b•Page 4 of 5 ' Massachusetts Department of Environmental Protection Bureau of Resource Protection —Watershed Permitting —Title 5 W024895 B R P ! _ _P 5 9 b Transmittal # I DEP Approval Variance ranted b Board of Health except Pp J Y � p Facility ID (if known) variance for increased flow to existing system A. Applicant Information (cont.) 13. Is a copy of the complete application that was submitted to the Board of Health attached? ® Yes ❑ No B. Certification 14:2- "I certify under penalty of law that this document and all attachments, to the best of my A ants signature knowledge and belief, are true, accurate, and --T—A Z b O Z complete. I am aware that there are significant Date penalties for submitting false information, Chandler Bosworth including the possibility of fine and imprisonment Print Name for knowing violations." BSC Group Name of Preparer it Wp59b59c.doc•7/01 Wp59b•Page 5 of 5 rHand-enter Your Transmittal Number - -W.024895. Your unique Transmittal Number can be accessed through DEP's web site or by calling the DEP InfoLine as listed on the = last page of this document Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 4,4 ' :`Instructions. -A Ap:plic.a.tion l.nforma:tion DEP Permit Code(the 7 or 8 character code from first page of permit application instructions): 1. Please type or BRPWP59b print.A separate Name of Permit Category: Transmittal Form must Title 5 Variance be completed for each Type of Project or Activity: permit application. 2. Your check should B'. Appliean:t Information ::(Firm .or`fnd� idual-) be made payable to Name of Firm: the Commonwealth of BOSWORTH ASSOCIATION c/o Chandler Bosworth Massachusetts. Or, if party needing this approval is clearly an individual: Please mail your Individual's Last Name: First Name MI check along with a copy of this form to: DEP, P.O. Box 4062, Boston, MA 02211. Street Address ND 1645 FALMOUTH ROAD, UNIT C,2 FLOOR, P.O. Box 685 3. Three(3)copies of City/Town State Zip Code Telephone Number this form will be CENTERVILLE MA 02632 (508)790-2442 ext. needed. Contact: e-mail address (optional) Chandler Bosworth Copy 1 (the original) must accompany your C. Facility, Stte orl;ndtvidual :Requirin9Approval permit application. Name of Facility,Site or Individual DEP Facility Number(if Known) Copy 2 must RESIDENTIAL PROPERTY accompany your fee payment. Street Address. e-mail address: Copy 3 should be 37 BROKEN DIKE LANE (optional) retained for your City/Town State Zip Code Telephone Number records BARNSTABLE MA 02601 ( ) ext. 4. Both fee paying D. Appl�cation PreparedJby (if3different from Section B) and exempt applicants Name of Individual or Firm: must mail a copy of BSC GROUP this transmittal form to DEP,P.O. Box 4062, Address Boston,MA 02211 384 WASHINGTON STREET City/Town State Zip Code Telephone Number For DEP Use Only NORWELL MA 02061 0000 (781)659-7981 ext.0000 Permit No. Contact: LSP Number(21 E only) Rec'd Date David J. Crispin, Senior Associate Reviewer Poe or,. III d� Is this project subject to MEPA review? ❑yes ® no If yes, indicate the project's EOEA file number(assigned when an Environmental Notification Form is submitted to the MEPA unit) EOEA# Is an Environmental Impact Report Required? ❑yes[:] no Is this application part of a larger project for which two or more DEP permits are being or will be sought? ❑yes ®no List any other DEP permits that apply to thisproject: Permit Category Date of<Submission(tentative;o?actual); Transmittal:Number;,(if;applicaton'already:submitted) F. Amount Due Special Provisions. ❑ Fee Exempt' (city,town or municipal housing authority)(state agency if fee is$100 or less) ❑ Hardship Request(payment extensions according to 310 CMR 4.04(3)(c)) ❑ Alternative Schedule Project(according to 310 CMR 4.05 and 4.10) 'There are no fee exemptions for 21 E, regardless of applicant status Check #: Dollar Amount: Date: Please make check payable to the Commonwealth of Massachusetts and mail check and one copy of this form to DEP, P.O. Box 4062, Boston, MA 02211 rev:0321/00 i 1 1 53-7107/2113 26251 I� BO WORTH ASSOCIATES 886056340 P. JX 685 C T RVIL.LF, MA 02632 41 Cape 6 5 ,MA0 OR EAN S.MA 02653 lVp ----------- 1: 21137 10 7Bi: BB 60 56 6 2 5 DATE: (,� Z� • - a S B',ARNsrABc s S FEE:. _ y MAS&639 1 . `�� 1� �. Town of BarnstableRED. BY SCHED. DATE-' ]Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-8624644 FAX: 508-790-6304 Susan G.Rask,R.S. Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 37 Broken Dike Way Assessor's Map and Parcel Number: 2 2 8 13 9—0 0 2 8 Acres Size of Lot: Wetlands Within 300 )tit. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Chandler Bosworth (508) 790 2422 Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Allen White & Carl Riedell Chandler Bosworth Name: 778. �Iain Street, Osterville 1645 Falmouth Road, Unit C Address: Address: C e n t-P ry i 1 1 P _ MA 02632 (508) 428-6365 Phone: Phone: (508) 790 2422 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Town Section 1 . 00 No area o the —property is more than 't _ j 100rom t e orering vegewet an s Checklist(to be completed by ofce staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of floor plan submitted(e.g. house plans or restaurant kitchen plans) 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 rmwwab(same ownerfleasee only],outside dining variance rtnewLb(same ownmleaaee only],and variances to repair failed sewage disposal systems(tmly if no-P-sion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,RS.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ RECF71VED . i OCT 1 z nol ��pp tHE Tp�� DATE p TOWN OF BARNS7ABLE HEALTH DEPT. FEE: • BARNSTABLE. ' T MASS. i 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: 37 Broken Dike, Barnstable Assessor's Map and Parcel Number: 2 2 8/13 9 . 0 0 Size of Lot: 8 acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Chandler Bosworth Phone 508-790-2422 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Carl Riedell Name: Craig Field Address: 778 Main St. Osterville Address: 657 Main St. W. Yarmouth Phone: 508-428-6365 Phone: 508-778-8919 VARIANCE FROM REGULATION(list Reg.) REASON FOR VARIANCE(May attach if more space needed) There is not enough room on the lot 310 - 15 . 21.1 to meet all of the environmental buffers. NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ 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 NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ (2) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated October 18, 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 submitted plans dated October 18, 2001. (5) The applicant shall obtain variance approvals from the MA Department of Environmental Protection. This variance is ranted because physical constraints at the site severely restrict 9 pY Y the location of a soil absorption system due to the fact that wetlands adjoin the lot on three sides. The designing engineer recently redesigned the soil absorption system to maximize the setbacks from these wetlands. The soil absorption system will be seventy-five (75) feet away from the wetlands. Sincerely yours, Susan G. R�k R.S. Chairperson Board of Health Town of Barnstable SGR/bcs Q:WP:field Field3 Michael W. McCord 313 Elliott Road Centerville, MA 02632 August 16, 2001 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Application for Variance for a project at 37 Broken Dike Way Dear Board Members, As a direct abutter to the proposed project, I am again writing to express several concerns and to recommend certain actions be taken by the Board to ensure the public health and the environment are not endangered by the proposed project and, if appropriate, require project modification or deny the variance request in its entirety. 1. In addition to the concerns expressed in my 9 July letter, I also understand: a. the project area is subject to tidal action and there is no indication that the ground water elevation tests were performed at high tide during a period of greater than normal tidal action. And, the use of a Mashpee well for reference for a 30-inch buffer is inappropriate for this project since the proposed project parcel is subject to tidal action. A site-specific reference should be used. b. the applicant does not consider that the only access to the proposed parcel is via a wooden bridge that crosses the Centerville River. The bridge may not be of sufficient strength to accommodate construction equipment and in the event of an accident, the Centerville River could easily be contaminated. c. I recommend the Board make a site visit in order to completely understand the scope and scale of the proposed project and its potential impact on the public health and the environment. d. I further recommend that the Board require the applicant to demonstrate in specific terms that all Town and State regulations and requirements regarding public health and the environment are being satisfied and that the proposed project is in the best interests of the public health and the environment prior to any Board decision on the variance request. Sincerely, Michael W. McCord i J r ! �j J Town of Barnstable FtHI¢rp� Board of Health BARNSTABLE,�» P.O.Box 534,Hyannis MA 02601 y MASS. g 16gq. �0 ArED Mpl A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), > ' ) regarding the property at � the petitioner(s) and the Board of Health agree that the Board of H alth has until (insert date) to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petiti er,, ): Board of Health: Sign ure: Signature:,l�l,�= C (�!✓�l ner(s or P her' sentative Ch irman Prin(✓ d f Print: Susan G. Rask, R.S. Date: 6 644-1 ilk Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 i file q:extend.doc BSC GROUP' .' ",, 384 Washington St. Norwell, MA 02o6i Tel: 781-659-7,981 Fax:617-345-8027 August 21, 2001 Barnstable Board of Health Barnstable Town Offices 2 367 Main Street Hyannis, MA 0,2601 Re: Variance Request 37 Broken Dike Way This letter is written in response to the comments by Michael McCord as provided at.the last Board meeting and summarized what was.proposed to be discussed at the initial meeting. 1) The abutters were,re-notified and meeting-rescheduled. No further action is required. 2) In response to part2.of the letter: a): Variances requested include setbacks to top of Coastal Bank under.Title 5 and Barnstable supplemental regulations and setbacks from watercourses under Barnstable supplemental regulations. b) The FEMA floodplain_is defined,as elevation 11 NGVD.,The septic system.is located above this elevation (finished grade 12) and is therefore out.of the FEMA flood plain. c) 'The design groundwater,elevation is based on a Frimpter ground water adjustment of 2.5 feet:as_:specified.by the requirements of the Board. bringing the design water table to elevation 4.7. This elevation is 2 feet- above the extreme high,tide line and 3 feet above the average high tide line. This adjustment factor is considered to be conservative given the controlling impact.of the:aurrounding nearby.tidal zone which would Engineers act-to,flatten any potential mounding of the.water table around the site. , r : Environmental - Scientists GIS Consultants Landscape Architects } Planners ti. Surveyors „W 37 Broken Dike Variance Request z August 20,2004 Page 2 d) The proposed design is considered to provide an equivalent degree of environmental protection to a conforming system. Two factors are considered equivalent 1) Distance to a coastal,bank. The setback from top of a coastal bank' which is not a"wet” wetland ; and is included in Title-.5, as a deterrent to placing septic systems in areas where erosion could expose the system. Therefore as long as the coastal bank is not eroding; it is not`likely to create such a condition. The,bank in question-is wooded and not eroding and in part was.man made"by apparent excavation some tirrie.in'the distant past. The Conservation Commission debated if this was a coastal bank due to . it's inland location andthe fact that-it is not seaward facing. : 2) Distance to,a,watercourse The unique factor,to this site is the fact that the site is on a peninsula formation surrounded by a tidal creek. This condition would-be' expected to create,a;ground water_gradient that fluctuates slightly in < direction with the tidal:cycle meaning the groundwater could reverse- directions with eachtide cycle. The-time of subsurface flow from-the septic system location to the exposure point at the wetlands would therefore be expected to be delayed due to the reversal in hydraulic . ' gradient.The estimated impact of such a fluctuation would be to reduce'the'subsurface flow time to perhaps 1/2 of that which would occur cif the ground water gradient was unidirectional and more constant in that area. Therefore the'hydraulic,distance (the"distance measured of time to flow from the.system to the water course) where an exposure from subsurface flow to the.surface could occur would be expected`to be adiially;larger than that which could occur from the more`typical system 1o,cated,"100 feet from a wetland with a steeper. water table gradient , Further, although the setback to limits of vegetated-wetlands are' below.100 feet,:they system complies with-the 100 foot`setback to the Extreme High Water mark(elevation 1.8) which is considered to"be the closest point where any subsurface,flow to the water way could become surface water. Ie the closest exposure point. ,` 37 Broken Dike. Variance Request. :• August 20, 2001. Page 3 The distance to watercourses,as'defined,iri the April 23, M" regulation are as summarized below: - East Side of System Watercourse: Setback Setback From From Primary Reserve Area Area Brook(tidal creek EHW- elevation 1.8) .. 110 feet , 100 feet. Pond . none exists none exists Stream(tidal creek EHW :.felevation.1..8) feet 100 feet "Lakes none exists.. -none,, xists' Marsh(fragmAgs),y 80 feet _ 75 feet, 'Bog. , none exists none-exists High'Tide Mark 100 feet " 10.0 feet, West Side of System Watercourse:., , , :Setback >Setback From From. Primary Reserve Area Brook(tidal creek EHW elevafion'1.8) 100 feet 120 feet Pond ;Y "k none exists. none exists Stream(tidal creek EHW .,elevation 1.8) 100 feet 120 feet, Lakes none exists none'exists: 1Vlarsh,(fragmites) .,.'none exists ' none exists Bog— , "hone exists'.. .' -none exists High Tide Mark 100 feet 120 feet 37 Broken Dike Variance Request August,20,2001g Page 4 e) The Board"s agent has been''on site and observed conditions during the soil testing. ` f) The"proposed project includes adesign fora septic system sized and set in elevation to the requirements of Title 5 and Barnstable's supplementary regulations. This included the.recent revoked 1:14 which creates a larger leaching area than Title 5 requires. Elimination of this requirement allows,the leaching area to be about 10 feet shorter than the original design., The setback to the "watercourses"complies with the'requirements of the April 23, 1.973 regulation'-whereby'.no parts of the septic system or reserve area are within 100 feet of a"waterco"urse".as defined by current regulation or within 100 feet'of any_land where water is regularly standing or flowing. Number of Bedrooms The number of bedroom in the,*proposed buildings is shown.as a four bedroom dwelling.'There are other rooms that could'be considered to,be bedrooms,which"are dens or studies,however under 310 CMR 15.02 definition allows for the applicant to place a deed restriction limiting the-, actual number of bedrooms,than'that presumed by 310 CMR 15.02 and sizing the system accordingly,as-BSC has proposed. I trust this allows the Board to�approve the relief requested. Sincerely, ` .The BSC'Group.Inc David J. Cris pin'PE PLS Sr. Associate elf' ' C- ~'`' Michael W. McCord •313 Elliott Road Centerville, MA 02632 July 9, 2001 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Application for Variance for a project at 37 Broken Dike Way Dear Board Members, As a direct abutter to the proposed project, I am writing to express several concerns and to recommend certain actions be taken by the Board to ensure the public health and the environment are not endangered by the proposed project and, if appropriate, require project modification or deny the variance request in its entirety. 1. The applicant failed to properly file the variance request. In accordance with Board of Health Regulations Part XII (Variance Request Procedure), variance requests are to be filed fifteen (15) days prior to the scheduled Board meeting. This request was filed 29 June for a 10 July meeting. This is only twelve (12) days. In accordance with the same regulation, abutter notification is required ten (10) days prior to the scheduled meeting. I received notification 2 July, eight.(8) days prior to the meeting. In accordance with 310 CMR: 15.411 (Process of Seeking a Variance From Local Approving.Authorities), the abutter notification "shall reference the specific provisions of 310 CMR 15.000 from which a variance is sought, a statement of standards set forth in 310 CMR 15.410... Enclosed is a copy of the notification we received which makes no reference to either of these requirements. I recommend the Board reschedule the public hearing for this variance request to a later date and require the applicant to again notify abutters adhering to Town and State regulations. 2. I understand the variance request: a. seeks to nearly completely wave the 310 CMR 15.211 (Minimum Setback Distances) requirement of a 50-foot setback and Part VIII Section 1.00 requirement of 100-foot setback with a variance of 49 feet from State requirements and 99 feet from Town regulations. b. is located entirely in Flood Zone A and is in extremely close proximity to Flood Zone B with both Zones encompassing the entire proposed site which is adjacent to the Centerville River(a tidal zone and salt marsh wetland). C. may not demonstrate that there is enough elevation so that the requirements of separation from maximum groundwater elevation in accordance with Part VIII Section 9.00 can be met since the maximum . J groundwater elevation determination submitted for this project was performed in January instead of during the wettest season of the year, normally March and April. d. does not establish as required by 310 CMR 15.410 (Variances— Standard of Review) that"a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of the provision of 310 CMR 15.000 from which a variance is sought." This area has numerous nesting birds and waterfowl as well as other indigenous wildlife and vegetation. e. I recommend the Board make a site visit in order to completely understand the scope and scale of the proposed project and its - potential impact on the public health and the environment. f. I further recommend that the'Board require the applicant to demonstrate in specific terms that all Town and State regulations and requirements regarding public health and the environment are being satisfied and that the proposed project is in the best interests of the public health and the environment prior to any Board decision on the variance request. Sincerely, Michael W. McCord ABUTTER NOTIFICATION LETTER DATE: June 27,2001 RE: Upcoming Barnstable Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a variance from the Board of Health has been filed at the Barnstable Town Hall. APPLICANT: Chandler Bosworth PROJECT ADDRESS OR LOCATION: 37 Broken Dike Way ASSESSOR'S MAP& BLOCK: MAP—228 PARCEL— 139-002 PROJECT DESCRIPTION: The proposed project involves construction of a single family home, a driveway, and a sewage disposal system. APPLICANT'S AGENT: The BSC Group, Inc. Attn: Craig Field H657 Route 28 (Main St.) Unit 6 West Yarmouth, MA 02673 PUBLLIC HEARING: Barnstable Town Hall Date: July 10"',2001 TIME: 7:00 P.M. NOTE: Plans and application describing the proposed activity are on file with the Board of Health Commission at(508)790-6265. s Town of Barnstable OFIME 1p� Board of Health BARNSTASLE. P.O.Box 534,Hyannis MA 02601 9 MASS. g s639• ArFD�AAr p Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on IxYA the Petitioner(s), S il"s s,J 0 it �� regarding the property at �QO K.*�+ the petitioner(s) and the Board of Health agree that the Board of Health has until 2 O (insert date) to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. I. PetitiOetitvii Board of Health: Signa Signature: ;rr(�s)or etitioner s presen ative Chair Prin Print: Susan G. Rask, R.S. Date: 7)10 d 9mr Date: 2000 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 file q:extend.doc BS WOUP C- G '384 Washington St. Norwell, MA 02o6[. September 11, 2001 Tel: 781-659-7981 Fax:6►7-345-8oz7" - Town of Barnstable Board of Health 367 Main Street .Hyannis, Massachusetts 02601" ... -j� RE: Clarification of BSC's Understanding on Barnstable Conservation Commission's Position Regarding 37 Broken.Dike Road, Centerville, Massachusetts;BSC Job#48243.00 : Dear Members of the Board of Health: The BSC.Group is pleased to provide clarification on issues related to the proposed. construction of a single family home at.37 Broken Dike Road, Centerville; Massachusetts (the Site). The purpose of this letter is to advise the Board of Health on BSC's•understandin&of Barnstable Conservation Commission's position on the interpretation of the Riverfront Area located at the-site.•-This interpretation is based on the ANORAD approved by the Barnstable Conservation Commission under DEP,File *#SE3,—3811. The proposed project at the site will be in accordance with 310-CMR Section 10.58 (Riverfront Area).. The following Riverfront Area Regulations apply to this site: 1. :`The lot was recorded prior to August 1996 so the scope is limited to the lot and.the Conservation Commission shall allow a single family home but minimize the impacts to the Riverfront Area to the.rriaximum extent feasible through the filing of a Notice of Intent. 2. Construction of a Single Family Home. The construction of the single family home will be,regulated by special conditions promulgated under the Notice of Intent procedure:by the Conservation Commission.-The applicant is aware that any disturbances and/or structures outside the footprint of.the single family"home would be tightly regulated-by the Commission and kept to a minimal size. - 3. This project is classified as'a Limited Project under3,10 CMR 10.53: In the early 1.990's, the previous owners filed, received authorization, and built a wooded bridge with enclosed,utilities''At that time the -owners were advised to file:a Notice Engineers -of Intent with the Barnstable Conservation Commission for any further construction on the lot: Environmental Scientists .Again,.the purpose of this letter is tot advise the Board of Health on BSC's understanding of the.Conservation Commission's,position on future development of GIS Consultants the,above listed site. Enclosed for your review is a copy of the Order of Resource Area T 'Delineation'issued by_the Barnstable Conservation Commission.:,_ scape Land Architects Planners Surveyors i�1 - Once you have had a chance ro review this project and site requirements please call me at (781) 659 - 7981 or Robert Gatewood at the Barnstable-ConservationfComirussion',.; should you have further questions Sincerely: - z BSC GROUP ' Norman W..Hayes _ 'Project Director. Associate " , Y Yi I r` CC: BSC CapeOffice $; Robeft.Gatewood Coriservation,Commission Administrator_Y v a • ,+ t - � t J � _ r' � .'f - it .. • _ f > f ' BSC GWOUP TRANSMITTAL To: ��,e/I%S jy�Gf Date: r?— 2 Proj. No: 7- yz We are sending you: Attached ❑Under Separate Cover Via: 657 Main Street ❑Overnight Delivery ❑Taxi ❑Regular Mail Unit 6A, Route,28 Messenger ❑Direct from printer ❑Other: West Yarmouth, MA 02673 The following items: ❑Change Order ❑Drawings ❑Prints ❑Samples Tel: 508-778-8919 ❑Copy of Letter ❑Photocopies ❑Reports ❑Specifications Fax: 508-778-8966 ❑Digital Media ®°Plans ❑Other: No. of Copies Drawings No. Date or Revision Description sue` �s This information is: / ❑For Your Information ❑Approved as submitted ❑Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑Return _corrected prints ❑Preliminary ❑Disapproved ❑Submit _copies for ❑Revised Plans ❑Returned for corrections distribution ❑Final Plans ❑Sent for your review&comment Remarks: cc: Signed: Note: If enclosures are not as noted,please contact us immediately. _ r SEP-11-2001 TUE 03:01 PM BSC NORWELL FAX NO. 6173458027 P. 02 BSC GROUP .384 Washington St. Norwell, MA o2o6t September 11,2001 Tel:781-659-7981 Fax:617-345-8027. Town of Barnstable Board of Health 367 Main Street Hyannis,Massachusetts 02601 RE: Clarification of BSC's Understanding on Barnstable Conservation Commission's Position Regarding 37 Broken Dike Road, Centerville, Massachusetts, BSC Job#48243.00 Dear Members of the Board of Health: The BSC Group is pleased to provide clarification on issues related to the proposed construction of a single family home at 37 Broken Dike Road, Centerville, Massachusetts(the Site). The purpose of this letter is to advise the Board of Health on BSC's understanding of Barnstable Conservation Commission's position on the interpretation of the Riverfront Area located at the site. This interpretation is based on the ANORAD approved by the Barnstable Conservation.Commission under DEP File #SE3—3811. The proposed project at the site will be in accordance with 310 CMR Section 10.58 (Riverfront.Area). The following Riverfront Area Regulations apply to this site: 1. The lot was recorded prior to August 1996 so the scope is limited to the lot and.the Conservation Commission shall allow a single family home but minimize the impacts to the Riverfront Area to the maximum extent feasible through the filing of a Notice of Intent. 2. Construction of a Single Family Home. The construction of the single family home will be regulated by special conditions promulgated under the Notice of Intent procedure by the Conservation Commission. The applicant is aware that any disturbances and/or structures outside the footprint of the single family home would be tightly regulated by the Commission and kepi to a minimal size. 3. This project is classified as a Limited Project under 310 CMR 10.53. In the early 1990's, the previous owners filed,received authorization, and built a wooded bridge with enclosed utilities. At that time the owners were advised to file a Notice Engineers of Intent with the Barnstable Conservation Commission for any further construction on the lot. Environmental Scientists Again,the purpose of this letter is to advise the Board of Health on BSC's understanding of the Conseri*ation Commission's position on future development of GIS Consultants the above listed site. Enclosed for your review is a copy of the Order of Resource Area Delineation.issued by the Barnstable Conservation Commission. Landscape Architects Planners Surveyors SEP-11-2001 TUE 03:02 PM BSC NORWELL FAX NO. 6173458027 P. 03 Once you have had a chance to review this project and site requirements please call me at(781)659-7981 or Robert Gatewood at the Barnstable Conservation Commission, should you have further questions. Sincerely, BSC GROUP Norman W.Ayes Project Director. Associate . CC: BSC Cape Office Robert Gatewood,.Conservation Commission Administrator O0 . SEP-11-2001 TUE 03:02 PM BSC NORWELL FAX NO, 6173458027 P. 04 Sep 11 01 12s07p p,2 Massachusetts Department of Environmental Protection IW Re Number Bureau of Resource Protection-Wetlands LAI WPA Form 46 — order of Resource Area Delineation sE s11 provided by DEp Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 A. General Information Important: From: When filing out forms on the Barnstable oomputor,use c:oe ommn Gxtnnismon only the lab key to move This Issuance Is for(check one): Your cursor- do not use the rwturn key. Order of Resource Arta Delineation ra ❑ Amended Order of Resource Area Delineation To:Applicant: Property Owner(f diferent from'applicant): BOSWorth Aesccl8te9,chandler 6vsworth _Allen !qp 8 Cad Modell Nme _ Name PO Sox 685, 1646 Falmouth Road PO Box 979 Matting Aadreae a allin4 Attd ew Centerville MAC 02632_ ftnn s MA 02601 State 1;cow 5ytrown state tip Code 1. Project Location'. 37 Broken Dike Road Centerville STreet Address city/rown 228 13"02 iW _ — Assomm MFla Number Perosl/Lot Number 2. Title and Data(or Revised Date if applicable)of Final Plans and Other Documents: Site Plen of ExMpq Condiuons 8 Weagde Resource Area Pain by Crab Field,LS AAay 7 2001 _ Title Dais TItiY Date Dote s 3. Datoo: March 14,2001 M�a r 8.2001 _ May 16, 2001 Dot®Notice of Intent Fled Date Public Hearing t.toaed Date of lasusnce wpalinfoCops t et a o0c•ror.anaml A I Sep 11 01 12: 07p p. 2 Massachusetts Department of Environmental Protection DEP File Number. LlBureau of Resource Protection -WetlandsWPA Form 4B — Order of ResourceAreaDelineation sovided 1Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: From: When filling out i forms on the Barnstable j computer,use c:onservatlon Gunu11ia91011 only the tab key to move This Issuance is for(check one): j your cursor- do not use the Order of Resource Area Delineation I return key. ❑ Amended Order of Resource Area Delineation To:Applicant: Property Owner(if different from applicant): Bosworth Associates,Chandler 1osworth _ Allen White&Carl Riedel[ Name Name PO Box 685, 1645 Falmouth Road PO Box 979 Mailing AddreSS Mailing Address Centerville MA 02632._ Hyannis MA 02601 CitylTown State Zip Code Cityrrown State Zip Code 1. Project Location: 37 Broken Dike Road Centerville _ — Street Address cityfrewn 228 139-002 _ — Aesessor Map/plat Number Parcel/lot Number Date if applicable) of Final Plans and Other Documents: e or Revised D ) 2. Title and Date( pP Site Plan of Existing Conditions&Wetlands Resource Area Pain by Craig Field, LS May 7,2001 _ Title Date Date Title I• Date Title 3. Datco: March 14,2001 M�a r 8,2001 . May 16, 2001 Date Notice of Intent Filed Date Public Bearing Closed Dete of Issuenco i Page 1 of ` wpafc(A140,00c•MY.nn3N1 I Sep 11 01 12: 07p p. 3 i i Massachusetts Department of Environmental Protection Dpp File Number: �— Bureau of Resource Protection -Wetlands SE3-3811 WPA Form 4B — Order of Resource Area Delineation P�a�ided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Order of Delineation The Conservation Commission has determined the following(check whichever is applicable): ® Accurate: The boundaries described on the referenecd plan(s)above and in the Abbreviated Notice of Resource Area Delineation are accurately drawn for the following resource area(s): ® Bordering Vegetated wetlands i ® Other Resource Area(s),specifically: Flood lain, Coastal Banks, Riverfront Resource Area —•_ _ - -. - ❑ Modified:The boundaries described on the plan(s)referenced above, as modified by the Conservation Commission from the plans contained in the Abbreviated Notice of Resource Area Delineation, are accurately drawn from the following resource area(s): ❑ Bordering Vegetated Wetlands ❑ Other Resouroe Area(s),specifically: 171 Inaccurate:The boundaries described on the referenced plants)and in the Abbreviated Notice of Resource Area Delineation were found to be Inaccurate and cannot be confirmed for the following resource area(s): j ❑ Bordering Vegetated Wetlands f ❑ Other Remnurce Area(s), specifically: The boundaries were determined to be inaccurate because: Page 2 of 3 i WP8fam14b.000•Mv.WIMP I Sep 11 01 12:07p p.4 Massachusetts De artment of Environmental Protection Department DEP File Number: Bureau of Resource Protection -Wetlands Ll SE3 3811 Massachusetts Wetlands ProtectionOrder Act M.C.L. c. 131, §40 B. Order of Delineation (cost.) This Order of Resource Area Delineation determines the boundaries of thoso rocourco areas noted above and is binding as to all decisions rendered pursuant to the Massachusetts Wetlands Protection Act (M,G,L. c.131, §40)and its regulations(310 CMR 10.00)regarding such boundaries,This Order does not, however, determine the boundaries of any resource area or Buffer Zone to any resource area not specifically noted above, regardless of whether such boundaries are contained on the plans attached to this Order or to the Abbreviated Notice of Resource Area Delineation. This Order must be signed by a majority of the Conservation Commission.The Order must be sent by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate DEP Regional Office(see Appe A) Signatu This Order is valid for three years from the date of issuance. !. This Order is issued to the applicant and the property owner(if different)as follows: El by hand delivery on by waited mail, return receipt requested on _ ny.16, 2001 Dste bate C. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city yr ivwn iii which such land is located,are hereby notified of their right to request the appropriate DEP Regional Office(see Appendix A)to issue a Superseding Order of Resource Area Delineation.The request must be made by certified mail or hand delivery to the Depar tment,with the appropriate filing fee and a completed Appendix E: Rcquost for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is'not the appellant- , i. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G,L,c, 131,§'40)and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal bylaw or ordinance, and not on the Massachusetts I' Wetlands Pmtection Act or regulations,the Department of Environmental Protection has no appellate jurisdiction. I i vryetemHb.doe•rev,5!U/Ot Pape 3 at 3 ISEP-11-2001 TUE 03:02 PM BSC NORWELL FAX NO. 6173458027 P. 05 Sep 11 01 12107p p.3 LLIMassachusetts Department of Environmental Protsctiian W FAe Nuneer. Bureau of Resource Protection-.Wedends SE 81 ( WPA Form 4B — Order of Resource Aree Delineation by oEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 @. Order of Delineation The Conservation Commission has determined the following(check whwchever is UPPttcable): ® Accurate: The boundaries described on the referenod plan(*)above and in the Abbreviated Notice of ResourcA Area Delineation are accurately drawn for the following resource area(e): R 6omering Vegetated Wetlands ® Other Resource Area(s),specifically Floodpiain,Coastal Ban_ks�Riveft t Resou Aces_ ❑ Modified:The boundaries described on the On(s)referenced above,as modified by the area Conservation Commission from the plans contained in the Abbreviated Notice of Resource Delineation,are accurately drawn from the following resource area(4 ❑ Bordering Vegetated Wetlands ❑ other Resource Area(s),specifically: ❑ Inecourige:The boundaries un on the referenced ptan(s)eM in the Abbreviated Notice Of Resource Area Delineation were found to be Inaccurate and cannot be confirmed for the following resource area(s). Bordering Vegetated Wetlands ❑ other Amnuroe Area(s).specif Bally: The boundaries were determined to be ingrate.because: a�saa opo m a= mv.on= SEP-11-2001 TUE 03 02 PM BSC NORWELL FAX NO, 6173458027 P. 06 Sep 11 01 IZ207p p.4 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection-Wetlands WPA Form 4S — Order of Resource Area Delineation Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Paee� oEP B. Order of Delineation (cont.) This Order of Resource Area Delineation determines the boundauloa of thoso roeourco areas noted abave and is binding as to all decisions rendered pursuant to the Massachusetts Wetlands Protection Act (M.G.L.c.131,§40)and Its regulations(310 CMR 10.00)regarding such boundaries.This Order does not,howovor,determine the boundaries of any resource area or suffer Zone to any resource area not specifically noted above,regardless of whether such boundaries are contained on the plans attached to this Omer or to the Abbreviated Notice of Resource Area Delineation. This Order must be signed by a majority of the Conservation Commission.The Order must be sent by certified mail(return receipt requested)or hand dellvered to the applicant A copy also must be mailed or hand deliveraed of the same time to the appropriate DEP Regional Office(see App A) Signatu J 4A,'A �Q off- 1►._� _'L��...-->, , i7t:1-- This Order is valid for three years from the date of issuance. This Order Is Issued to the applicant and Me property owner(if different)as follows: 13 by hand delivery on by c enured mail,return recelpt requested on May. 16, 3001 oac� oet� C. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this order,or any ten residents of the city or town in whicn such land Is located,are hereby noBBed of their right to request the appropriate DEP Regional Office(see Appendix A)to issue a Superseding Order of Resource Area Delineation.The request must be made by certified mail or hand delivery to the Depar tnient,with the appropriate filing fee and a completed Appendix C:Requost for Deporbnentar Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of Issuance of this Order.A Copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she Is not the appellant The request shall state dearly and concls"the objections to the Order which is being appealed and how the Order door not contribute to tha protac6bn of the Interests idrentilled in the Massachusetts Wetlands Protection Act,(M,G.L.C. 131,§40)and Is Inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal bylaw or ordinance,and not on the Massachusetts Wedsnds Protection Act or reaulations,the Department of Environmental Protection has no appellate jur[scticdian. -p,ranw,l.dao•.,n.HNA1 Paai i 0�3 . 0 �:■■'' �■fit a Us ■■■ �I'I_■■ ASK 'I��■• ■■■� � �-�■■I'■■■ —�� ■■ NEWS� ��■■ _ �— ■■■■�= III I o . ■■■ - - s - ■■■;,in�I=_h,i■■ ,■■■ --s ■o■ ■■■ -_ _►■a■■ _: III � i......� i..i, � .■■■ii■■■■�....: � ? � , i :- ■.■. Ills�s !!! !!i _ !!! !!! 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FWG606B DW SINKO ANDERSEN N FWHS168 I I 2. 3Iv y BREAKFAST I KITCHEN REF OWDE RM 2668 m AWD6068 n I Y0„ 1-8° - -------- 1 f �I1 p 20° B'-s^ `*1 2'-e^ I'-9 3/4" r, LIVING RM. ^ v ANDERSEN DEN 4065 1 4066 I4'-9 I/2" (`t o OA LT. n I m 2668 . o D 6'-0' ARCHED i 2868 OPENING W68 2' f DINING RIM. " A 9N8 GARAGE 15068 o a -------^--------- i 3068 WINDOW SCHEDULE Gz. o j m SYM. MANUFACTURER'S UNIT ROUGH OPENING QTY REMARKS W j m " ANDERSEN ANDERSEN , � � I P 9070 A ANDERSEN TW2442 2'-6 1 8"x 4'-5 1 4' ,, w/TRA.NSOM 9070 FWH6068 FWH606B v / / -------------- •------ g�`��- 6 ANDERSEN TW3442/CTN34 3'-6 1/8'x 6'-5 C ANDERSEN C335 6'-0 3/8'x3'-5 3/8' p W ANDERSEN TW2a310/CTN24 2'-6 1/8'x5'-Y j n wNa i o i i i i T E ANDERSEN CW13 2'-4 7/6'z3'-0 1/2' F+y Q F ANDERSEN TW2842 2'-T0.1/8'x4'-5 i/4' z IR G ANDERSEN TW3442 3'-6 1/8'x 4'-5.1/4' (_] ►�* i H ANDERSEN TWIS310 1'-10 1/8'x 4'-1 1/4' I ANDERSEN 2817 2'-8 5/8'xt'-7 1/4' CELLAR UTILITY WINDOW Z_3„ 9'-0„ -0„ 11-1. i i 24'-6" 21'-61 k 4'-O" k NOTES: i I. SEE ELEVATIONS FOR GRILLE PATTERNS. iOATE 07/29/02 REVISIONS J FIRST FLOOR PLAN SCALE: I/4°�I'-O" f------ jDRAWING No. -_-- f f j A3 24'-6" 25'-6" (11D C:) CD 5 cn CU u u 10, ol r- ID 'K z CD ROOF DEC 0:1 Lj CO C:) U-) ANDERSEN O FHG6066 I I C4 I 9 C-L. ANDERSEN FNG5068 a, to" rAq f 2668 BATH 51-0" I.D. BEDROOM C� 2668 w-5 21 AT141 I /PkN -N M. BATH . ;r 2668 j lull 26" 77-77' 2565 2668 4068 BEDROOM Iij ;r i4 2668 T-S' 2868 ;D N. NTERTAINMENT F ANDERSEN CENTER Fw 068 2868 II w/&NSOM M. BEDROOM D---CK ANDERSEN i j QE- Tl— F 068 OM BEDROOM Z C) W-W 2- 2- 4' 4- Z L) 2'-1' t4'-41l/2' to,-a, t4'-. 11:21' W-4 1/2" 101-01 4'-0' 4 FDA�FE 07/2F9/02 IEVISTIO.S§ MRAwING A4 1-01 5'-4' W-0. DROP WALL Be FOR BULKHEAD CONTINUOUS 2x6 P.T. SILL PLATE/SILL INGUL. UD ij w/I/2" D,A GALV. A.S. 0 W-O' O.C. MAX CS C== MIN. 1 1/6'.11 7/8" LVL RIM JST. 2-P.T. 2x& GIRT p (n cS m CD r--------------------- SONOTUZE, TYP. c) 2 Z x 0 Z r, mw_ 006 q 00 I-------------------------- DROP WALL 7" ------- 3-1 3/4'.11 LVL GIRT U) lO'x7'-10" CONC. WALL of ON '0',10' CONC. FTG, w/2 x4' CONC. KEY 7 ci BM. RKTTYP. 2'-2 1/2" 4'.11 7/8' LVL GIRT I L I CMU d) 6 1/2" ON 12' FTG. :D ----I 3-15/4'xit 7/e---, LVL GIRT I I 11 7/B' TRUSS JST'. \� 'a v 16, O.C. j TYPICAL I BASEMENT CONSTRUCTION 3 1/2' CONC OVER [I . 5LA5 OV JOINT 6 NIL POLY VAPOR BARRIER 3-1 3/4'x1l 7/5" r OVER 6" COMPACTED GRAVELLVL GIRT 3-1 3/4'xII 7/Br---- LVL_GIRT L------ ------ dl ----------------------- I 3 t/21 CONC. FILLED STEEL LALLY COLUMN ON d) 30*x30,x12, CONC. FTG TYP. G 7 DROP WALL ' CONTINUOUS 8"x4'-O' CONC. WALL ON 16'!x10' CONC. FTG. BM. PKT-T rP. MIN. BRG. V 3 1/2' CONC. FILLED t I I j LALLY COLUMN, TYP. --—-—-—-—-—STEEL SM. --------I GARAGE L ---------------------- I iv 4:xCONC. SLAB wl L 6 1. 10/10 wwm ON I 61 COMPACTED GRAVEL -------------- tj 2-P.T. 2�10 Gllk�::-I IL C4 J DROP -1 L W WALL-V2' r—2-P T. 2xtO GIRT -—-—--- W-O' L-I --------- --- ------- _j L -7------------ -- T-7---- ---------------- - IJ ------- 72" DIA. CONC, SONOTUBE ON 24'x24'.12' CONC. FTG. !DATE�.I/2!7.-2 PREVISIONS � 24--l- DRAWF--BY I DRAWING No. I. FOUNDATION PLAN SGALE: I/4"-r-o' A5 N o o o O Q j U Q Cr) I�� I � O I I X Z D Z^ I W W Q coi CON'T RIDGE VENT I emu'Q C) 2x12 RIDGE BD. I a i t __ 9 I 2sB a 16°O,C. I i TYPICAL ROOF CONSTRUCTION ASFHALT SWINGLES ON IBe BUILDING FELT ON . .In'CDX PLYWD. I PROP-A-VENT RAFFLE 2 x 10 RAFTERS•Ib'O.C.w/ N N2 CPS•I6'O.G. 4r(R-' FT VA VA FIBERGLASS BAIT KRAP7 VAPOR HARRIER 4'-0° KNEE WALL 4'-0° KNEE WALL 3/4'TAG PLYWO OVER GLUED 4 NAILED OVER 2x10 a Ib'O.C. ALUM. GUTTERS ON ix8 FASCIA BDS. 1.4 MAHOGANY DECKING Ix8 SOFFIT BDS. ' w/CONT. SOFFIT VENT i TYP.2d FLOOR CONS TION 3/4'T#G PLYWO SUBFL - ---..-- GLUED 4 NAILED OVER I ---� II 7/W LPI'.AT 16'O,G. A I 6'UNFACED F.G.SOUND TTS I x 3 STRAPPING AT ic' .C. 1.8 FRIEZE BDS In'BLUEBOARD WITH SKIMCOAT PLASTER-S N STEEL BM. STEEL BM. 2.6 a I6'O.G. I I CANTILEVER P.T.ZxB'b TYP IST FLOOR CONSTRUCTION II = W 3/4'T 4 G PLYWO SUBFLOOR 1 TYPICAL WALL CONSTRUCTION GLUED 4 NAILED OVER i i m O W.G.SHINGLES B'EXP03URE It. 7/5'LPI'e AT 16'O.C. CR20)FIBERGLASS BATT INSULATION Ix4 MAHOGANY DECKING TYVEK NOUSEWRAP I 6 3 STRAPPING AT 16'O.C. ON P.T.2x0 a 16'O.C. In'CDX PLTWOOD In'BLUEBOARD WITH 26 STUDS a tr.-O.G. SK11'ICOAT PLASTER-SI'700TN I I W B In ER'RI9 UNFACED FIBERGLASS BATT I O INSULATION POLY VAPOR BARRIER CONT.AT 7 O INSIDE FACELVL GIRT LVL GIRT 1/2'BLUE BOARD W VEN.PLASTER(SMOOTW) I FOUNDATION: BITUMINOUS DAMPPROOFING LCONG,FTC.TTP. I W FOUNDATION WALL UV BABE.MENT FLOOR. T� w ON 20'x10'DEEP B In'CONC.SLAM OVER ('}� KEYED CONC.FOOTING 4 MIL POLY VAPOR BARRIER i j ON 6'COMPACTED GRAVEL IZU i i I. A GROSS SECTION SCALE: i/4°�1'-0° ! I ' i I I _-J DATE 07/29/D� ,REIASIONI 5— 1 DRAWN BY ---'� I I A6 LOCUS PLAN: NO SCALE BARBARAFBEANE RE:'ISIONS: ASSESSORS MAP 228 NO. DATE 005C. F PL OjH RD PARCEL 194 / � _ '0 5/i4/C•". REDUCE HOUSE SIZE M0 FROM 78' TO 68 WIDE. 26 /N Sj PLAN REFERFNCE� Sp mG;aTy` •\N PEVISE CONTOURS. L.C. 30469-A 9 B F:,,p O•Q 2. 6ii�i02 GENERAL EDITS PLAN BOOK 361. PAGE 10 °•1� w. ? OZ N/F G`.A PLAN BOOK 381, PAGE 97 N/F A r r GERALD DAMBROSIOn•- _ JOHN &KATHERINE DOHERTY '�� k t"P REGINA M/FHURLEY', ASSESSORS MAP 228 A�A PANE N ASSESSORS MAP 228 vy'^r ASSESSORS MAP 228'� PARCEL 56 F �o— _ PARCEL 59 '" y'•�. PARCEL 58 ROPOSED 1500 GAL. zt "- D DRYWELL FOR POOL A \ BENCHMARK SET i �i 100.1 N % \ TCB 1 PROPOSED G .a TOP OF CONCRETE `2 LOCUS 70 / MA INGROUND BOUND 1 o' ELEV 5.18'NGVO 16'24'POOL t 7VETCBLIDTT RD. c / 2.28 x� 1 j r 3/ %n. I yr 10.0' 7 p0a.0 2.06 *X 5 0 �1V4;' _! O. I I a 1 MIN PROPOSED 0 Q9 / MAHW-299 t r 4c! '1 F / Tom, ,X 8 p 8'K1'SHED ,G VISIBLE 2' // 5T 1 00' t?� •�zo,( c ^ ti�.�, ,Pao a p'gT t 4' 4, ' IV ERC o Y' MAHW-300 �f ep TRSE �\ h Q 4 OOp Ip ccn sqw r � 64 / ? AHW-301 , : FP ,c �ti F w 7M1 urel�. . 4y / 'ry^ BVW-28 rAt owttp °, /.51 - 1 .'GOP 4y' 10 � hP .+ $ /G O MAHW-302/ r'�ySa,Fv�" _Sp• .TP�G4': ELEV IN '� !'�` / j/ PROP SSIONAL ENGINEER DATE O / r�a < "oQ :�. t �VW-27 Z % _ / // // i ///ye 6_ SPA \.•. PROPOSE Q 29' 0 0 'W 2s 0K I a j / PROPOSED PLAN MAHW RROPOSE 3031 ORYWEILTCB 12.5 BEDROOM a GALLONTOP / 1 0 1CONCRE-fE WALL TANK _BVW-2b. COLRS \G� %" OF N I BVW-5 PROPOSED O F SINGLE FAMILY v - GARAGE% ELEV 15 I �! TOP OF SIlAB � 1r' 0 % /•• HOME RVILLE RIVER i II BVW-6 / o ' ' % z i AND INE) 1, dlTCB-7 D * / G�y U �' APPURTENANCES �ESTUR 1 TceB '7. p MAHW-300 I l�B +G �.\ N F '^ O %•I \." / 37 BROKEN DIKE BVW-24 OF r1,� 1 1 f 9. 5.17' o ,/• IN NOTES: 1.BOARD OF HEALTH SEPTIC SYSTEM BARNSTABLE Op y/ .I - Q - - BVW-23 BV O APPROVED DECEMBER 09. 1007. , - 5.27' ' MASSACHUSETTS -- MA"-20t / MAH 3& BSC 12 `' t 1• k'- g ! 2.STATE SEPTIC VARIANCE APPROVED r11 EDGE OF (`L BVW 70 - - Y �73; _ 2 FEBRUARY 07. 2002. (BARNSTABLE COUNTY) 4Y-i d {'. '9 -""f .L L� �' ,a 44.v:3L c:^ BVW 2 / 4^Sq[T M \ / _ 0�\�G // �,•j� _y ��.c�-'+('=.r 4 �z,^y�j.. '•�..�.._.._ _.._ 3.ANORAD APPROVED APRIL 10. 2001 \ DEP FILE III SE3-3811. \� MAHW-202 MAHW-204 // MAHW-306 5p' BORROW BVW-20� i "r r a.VARIANCE REQUESTED 4' WITHIN ry/F // BVW-13 '* -. PITS ` .^ COASTAL BANK (ARTICLE 27 TOWN OF NICHOLAS REVOTSKIE \ / / q,J _ `1`� BVW-14 �i✓ TERRESTIAL BARNSTABLE ORDINANCES) ASSESSORS MAP 228 \` \ / BRIDGE ACCESS BORROWy �.�j BVW-2t BVW-22 TOTAL AREA = 30 S.F. PARCEL 171 /. /i PROPOSED IMPROVEMENTS . • TO BROKEN PITS �"�_�' � VW-79 a 6 FRESHWATER / WETLAND MAHW-203\ ./ MAHW-20f/ DIKE PROPOSED BVW-15 VW-19 X •, I/ LOW STONE SHRUB /i RET. WALL BVW-17 40 N/F - VEGETATION . LOCUS INFORMATION I ; MAHW-307 BVW-16 )ALIEN WHITE&CARL RIEDELL fp /� ASSESS RS MAP 2 8 y CURRENT OWNERS: ALIEN WHITE &CARL RIECELL MARCH 12. 2002 PARCpF a j+i HW-206 \ 38.182t S.F. OF UPLAND 0.86t ACRES X TITLE REFERENCE: DEED BOOK 3717,PAGE 214 WETILof \ , AND 2 PLAN REFERENCE: NO RECORD PLAN, SEE PLAN REF. TOTAL AREA 8t AACRES a.4 ?PGA DISTURBED AREA 73,3093 S.F. O F R� ASSESSORS NAP: 228 MAHW-308 - EDGE PARCEL: 139-002 PREPARED rOR: ZONING DISTRICT: RC £ BOSWORTH ASSOC. SETBACKS: FRONT 20' SIDE 10' P.O. BOX 685 . MAHW-207 ' REAR 10' p�gHyy_ OVERLAY DISTRICT: AP t645 FALMOUTH RD. 309 \ ^o O\ `4.6 UNIT C. 2nd FLOOR OVE LAY DISTRICT:T: RESOURCE PROTECTION ET x OVERLAY D67RICr CENTERVILLE, MA TOPOPKIL DRAINAGEF SET IN PAVEMENT EASEMENT \ 'Q(/ \ \ FEMA FLOOD 02632 (ELEV 7:94'NGVD 1 _ \ /G� /( \\\ ZONE DISTRICT: ZONE C & ZONE AID..(EL. 11.0') 250001 0008 0 \ �F LEGEND BSC GRDuP 6 \�\\ � \ • �;.• \ \ \ 657 Main Street,Unit 6 \\ \\\MAHW-310 — TCB-7 ST TE TOP OF COASTAL BANK TOWN - OP OF COASTAL BANK / \ W"Yarmouth Massachusetts - BVW-16 BORDERING VEGETATED WETLANDS 02673 \ \ FEMA 508 778 8919 P \ \ FEDERAL EMERGENCY ACT FLOOD // INSU MAHW-208\\ RANCE RATE MAP ELEVATION it // \ � © 2W2 IDe OSC r—p.Inc. 18% TOWN - COASTAL BANK AHw-3it SCALE: I- - 20' N/F \\ 10% 0 25 5 10 Carta CHARLOTTE ROBERTS MESSNER \ STALE _ COASTAL BANK ASSESSORS MAP 227 / / �� o *0 20 w a.. \ LSCSF LAND SUBJECT TO STORM COASTAL FLOWAGE // PARCEL 79 ` PROD. MGR.: C. FIELD FIELD:.N. H. / S. H. / D. G. / J. McC. S ^ CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD / N. HAYES FILE: 8243-CON4.DWG DWG. NO: 5270-OS NO: 4-8243,00 SHEEP 3 OF 4 -T SOIL TEST PIT DATA.- P- 991 ,3 SEPTIC TANK DETAIL.- 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: � NOT TO SCALE REVISIONS NO. DATE DESCRIPT10N NOT TO SCALE NO. OF OUTLETS 5 30.0' TEST PIT BSCjl TEST PIT BSC#2 HAND TEST BSC93 8/20/01 REVISE S.A.S. NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INI FT AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE GIRD. EL. 9.7' 8.7p GIRD. EL. 11 4' 0 0 000 0 0 0 0 000 000 0 00-000 GRD. EL REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 0 00 0 0 0 0 0 0 0 0 0 0 0 0oo-00 o 2. B.O.'H. ,REQ. - 0 00 00 00 00 0"00 0 0 00 o GW. EL ADJ 4.7' GW. EL. ADJ. 4.7' DATE: 6/19/01 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS 0 0 0 C - UNI ESS UNDER PAVEMENT, DRIVES OR COVER NOTES: 0 0 0 OT :'HSF 0 TOP. SOIL 0 ':l:, M jop TRAVELED WAYS, WHEREIN H-20 LOADING A - 4 UNITS 0 3. 9/26/01 REV. soil �,o 47 F F;..77- 1. DIST.':BOX TO WITHSTAND H-10 LOADING SHALL APPLY. 7 2 CH DENSITY 00 50" 12' r 2.5 .,75yr ,3/1 AUGURED TEST UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC oO HI I I oc 4. 9/28/01 NEW HOUSE 3. ALL PIPE CONNECTIONS AND CONCRETE POLYETHYLENE INFIL71RATOR 3050 TRAVELED WAYS WHEREIN H-20 LOADING PIPE 00. OC 4" DIA CONCRETE MANHOLES F T t LOAMY,SAND NO CONSTRUCTION SHALL BE WATERTIGHT. 2-2 0 0 0 000 0 0 0 0 0 4' 0 AND, O.SETS i�4/ CLAY OR 15- SHALL APPLY. Of) 0 2 0 oog!000000 0 0000 00 4/2 METAL HANDLES BROUGHT -lq7 -IZPT o 000 0 -5-0 0 A\ 0 5. 10/18/01 WETL A 4. FILL ALL UNUSED KNOCKOUTS WITH V 6" OF FINISH GRADE - 0 0 0 0 0 C 7.5yr T 12- MOTTUNG MORTAR. 8. 5.5" OUTL 2. PROVIDE INLET TEE OR BAFFLE WERE B LOAMY.,SAND NDER f TS\ 3 5' LOAMY' SAND', VISIBLE TEE TO BE U SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1 0,1�r: 5/4 12" MIN. 41!, PLAN VIEW LE 0. M.H. OPENING COVER IN PUMPED SYSTEM. ACHING CHAMBERS I 0�e 5/6�,e;" :, .3 3 ELEV. 6.2' 48- MEDIUM SAND 1 2* 3., FIRST TWO FEET OF PIPE OUT OF DIST. ELEV. 7.5' - BOTTOM ON LOAM & SEED DISTURBED AREAS RAISE M.H W 4' LEVEI 600- 10,-6" SEWER BRICK 6- MIN. 3/4- TO BOX TO BE LAID I EVEL STABIF BASE ELEV. 3.4' MORTAR 1 1/2- CRUSHED 4. ALL PIPE CONNECTIONS 10'-0* CROSS 'SECTION AND CONCRETE STONE BASE 3' �MAX. "MINI rl I NORMAL WATER L M --- LEVE 12"1 CONSTRUCTION SHALL BE WATERTIGHT. CQMPACTED FILL 36" MAXIMUM, 12"MINI 56 1 0 0 0 000 0 0 0 0 0 GENERALNOTES: C C 3- 0 40� 0,0000 0 0 000 0 0 3" LAYER 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 10 1.-THIS PLAN IS FOR DESIGN AND 78" PRECAST SEPTIC TANK �Tlf 14* PEASTONE H ON I HI CONSTRUCTION OF THE SEWAGE 0 000 0 90" INLET TEE T w DISPOSAL FACILITY ONLY C 4'-9" 30 1/2- 0 REMOVE 78" �BASED ON TP#l) 21, 30" 2411 DENSITY 0 0 IGH GROUNDWATER COMPUTATI 000 POLYETHYLENE 0 UNSUITABLE. 2. ALL CONSTRUCTION METHODS4AND MEDIUM SAND MEDIUM SAND 5P-2" 4'-6" EFFEC. (b INFILTRATOR 3050 0 o 0 MATERIAL FOR 4'-0" MIN. O�jj 5'-4" 0 0 MATERIALS SHALL CONFORM TO MASS. 10yr 6/6 DEPTH TO WATER(OR BOT. OF HOLE)_ LIQUID DEP OUTLET TEE 15 1/2 DEPTH 00 5' ALL AROUND 1 Oyr 5/6 )(D z TH- 211 1 FACHING D.E.P TITLE 5 AND LOCAL BOARD (w CONTROL) - 0 0 IF APPLICABLE OF HEALTH,REGULATIONS. INDEX WELL MIW-29 .e i ELEV. -0.5' PRECAST DIST. to CHAMBER 0 124" WATER LEVEL RANGE ZONE A BOX 3. ALL PIPES LOCATED UNDER PAVEMENT , ELEV. -1.63 CURRENT DEPTHONDEX WELL(1/01) __2-57 4� 50" 3/4" - 1 1/2" OR TRAVELED WAY SHALL BE SCHEDULE 4�, T-i--.--- I 1:i WASHED STONE 40 OR EQUAL,. WATER LEVEL ADJUSTMENT BOTTOM ON LEVEL STABLE BASE 121 DEPTH TO ADJUSTED HIGH WATER 4.0' 4. THERE ARE NO KNOWN PRIVATE WELLS PLAN VIEW 7 1/2' LOCATED WITHIN 150 FT. OF THE DATE: DATE: 1/11/01 6- MIN. 3/4- TO 2 2' PROPOSED LEACHING FACILITY NOR 1/11/01 1 1/2- STONE CROSS-SECTION VIEW PLAN 'VIEW CROSS-SECTION OF -CHAMBER ANY KNOWN WELLS PROPOSED WITHIN TEST BY. TEST BY: 150' OF ANY KNOWN LEACHING FACILITY. INDICATES THE BSC GROU INC. THE BSC GROUP, INC. V OBSERVED PLAN REFERENCES \-10 WITHIN LIMIT OF EXCAVATION REMOVE GROUND WATER L.C. 30469-A ALL TOPSOIL,` SUBSOILL AND OTHER ,kN IMPERVIOUS-MATERIAL WITNESSED BY: WITNESSED BY. 0 DONNA MIORANDI PLAN BOOK 361, PAGE 10 6, N/F DESIGN CRITERIA: DONNA MIORANDI INDICATES N/F GERALD DAMBROSIO PLAN BOOK 381, PAGE 97 4 6. REPLACE WITH Cl FAN WASHED SAND PERC. RATE: _y ESTIMATED O�I PERC. RATE: JOHN & KATHERINE DOHERTY ASSESSORS MAP 228 �3 01 OR OTHER CLEAN GRANULAR SOILS N/F IDESIGN FLOW: I MIN./INCH < 2 MINJINCH REGINA M. HURLEY 0 PARCEL 56 CONFORMING TO THE FOLLOWING < 2 SEASONAL HIGH ASSESSORS MAP 228 GROUND WATER PARCEL 59 4 BEDROOMS AT110G.P.B. /D 440 G.P.D. *ASSESSORS MAP 228 0 SIEVE ANALYSIS: SOIL EVALUATOR SOIL EVALUATOR (MAX) BY WT. SHALL PARCEL 58 C. FI ELD C. FIELD REQUIRED SEPTIC TANK: PASS No. 50 SIEVE INDICATES <10 7. OF No. 4 SIEVE,SHALL PERC. B-1 BENCHMARK SET SOIL CLASS: 440 X 200% 880 GAL. PASS No. 100 SOIL CLASS: TEST TOP OF CONCRETE 21 SEPTIC TANK PROVIDED: 1500 AL. <5 OF No. 4 SIEVE SHALL BOUND MAHW PASS No. 200 j INDICATES AREA ELEV 5.18' NGVD UNIFORMITY COEFFICIENT 0 No. 4 L.T.A.R. L.T.A.R. INDICATES THAT MEETS ALL SIEVE </=6.0 0.74 G.P.D./SQ.FT. . 0.74 G P.D./SQ.FT. UNSUITABLE V ISIZE OF LEACHING FACILITY REQUI�t� LOCAL & STATE MATERIAL 7. EXISTING UTILITIES WHERE SHOWN TCB-� AA SETBACK REQUIREMENTS DESIGN PERC. RATE: <2 MINJ INCH IN THE DRAWINGS ARE APPROXIMATE. 7 THE CONTRACTOR SHALL BE RFSPON- DATUM: 2.2 10.0, LONG TERM APPL. RATE 0.74 SIBLE FOR PROPERLY LOCATING AND 6 4-3 MIN -S� COORDINATING THE PROPOSED CON- 82.OX VW G.P.D/S.F. VERTICAL DATUM: N.G.V.D. I 0� " ''I I I rx I �) MAHW-299 - I 1 440 GPD + 0,74 GPD/SF 596 S.F. STRUCTION ACTIVITY WITH DIG-SAFE 5 -1 p TCB ) 06 BENCH MARK USED: RM-16 CHISELED MARK ON CENTERVILLE RIVER HEADWALL 8.85 10- AND THE APPUCA131 F UTILITY VISIBLE 2' COMPANY AND MAINTAINING THE 12.1 10 FS17ZT OF LEACHING FACILITY PROM BENCH MARK SET: TOP OF CONCRETE BOUND. ELEVATION 5.18' HIGH BANK EXISTING UTILITY,SYSTEM IN SERVICE. 0 DIG-SAFE SHALL BE N011FIED PER USE HIGH DENSITY POLYETHYLENE 140, THE STATE OF MASSACHUSETTS MAHW-300 STATUTE CHAP-TER 8Z SECTION 409 ell, LEACHING CHAMBERS(4 UNITS) 12'X2'X35' PROFILE: NOT TO SCALE AT TEL -888-344-7233. THE ENGINEER DOES NOT GUARANTEE AHW-301 IN SIDEWALL 2(12'+35**) X 2' 188 2 8 THEIR ACCURACY OR THAT ALL BOTTOM 12' X 3 5' UTILITIES AND SUBSURFAC ' EL.=A VW FIRST PIPE LENGTH 0, or TOP FOUNUA�ION RES CONCRETE COVERS TO WITHIN TO BE SET LEVEL 00.. SC 420 E 608S.F. ARE SHOWN 'LOCATIONS AND U LL- 10. 6" OF FINISHED GRADE. FOR MIN. 2' V ES MAHW-30�, INC. ELEVATIONS OF UNDERGROUND UTILITI FINISH GRADE Q 608 S.F x 0,74 GPD/SF 449GPD TAKEN FROM,RECORD PLANS. THE -14 2'± CONTRACTOR SHAH VERIFY SIZE, EL, 14.0'± LEV 0, "0" 449GPD PROVIDED > 440 REQUIRED LOCATION AND INVERTS OF UTILITIES 4" PVC SCH 40,�� Vvv-27 2./0 -CH BER AND STRUCTURES AS REQUIRED PRIOR: SCH 40 4"- PVC ILITY PR GALL .41 PROPOSED 2� -,=B y, SEPTI N A 1500 TO THE START OF CONSTRUC11ON OF RESERVE FA oo'X 4- ECK %=D .4, I=G r 38' 8. THIS SYSTEM IS NOT DESIGNED FOR AF MAHW `Q GARAGE x THE USE OF A GARBAGE GRINDER.,� TCB-6 A GARBAGE GRINDER,IS NOT' , I=C I=E H .91 NK SIDEWALL 2(11'+37 ) X 2' = 192 3031 1 .00, TOP OF SLAB ' PROPOSE 5.44 5 OUTLET I=F 5.0' SEPARATION ELEV 14.0' BOTTOM 11' X 37' = 407 RECOMMENDED DUE TO RECOGNIZED DIST. BOX /4 BEDROOM ADVERSE IMPACTS TO THE LEACHING 1500 GALLON EST. ADJUSTED HIGH GROUNDWATER BVW-5 DWEL G Z� -BVW-25 I 599S.F. FACILITY. SEPTIC TANK t OF C TE 'A EH�' 3.44 X 599S,F x 0,74 GPD/SF 443GPD ELE ,:7 443GPD PROVIDED > 440 REQUIRED 114 INVERT ELEVATIONS: 1.89 X BAV-6 1:, A TOP OF CONCRETE WALL 15.2' A 12.91' B TCB-7 4" INVERT AT BUILDING \-11 LOCUS INFORMATION BSC GROUP 11 TCB r 4" INVERT AT SEPTIC TANK (IN) 12.65' C Bu 7 657 Main Street, (RT. 28) Unit 6 BSC#2 BSC#1 12.40' D MAHW-304 4" INVERT AT SEPTIC TANK (OUT) CURRENT OWNERS: ALLEN WHITE & CARL RIEDELL W. Yarmouth Massachusetts /B VW 4" INVERT AT DIST. BOX (IN) 11.90' E -8 :v eBVW-24 GE 214 02673 TITLE REFERENCE: DEED BOOK 3117, PA 5087788919 4" INVERT AT DIST. BOX (OUT) 11,73' F PLAN REFERENCE: NO RECORD PLAN, SEE PLAN REF. TITLE: PROJECT 0 ASSESSORS MAP: 228 INVERTS AT LEACHING FACILITY: kBVW-23 j BVN ".11 PARCEL: 139-002 > SEWAGE DISPOSAL 5.27' 4" INVERT AT BEGINNING MAH -305� BSC-12\ \ ZONING DISTRICT: RC A I "i v BVW 22 BVW-10 OF LEACHING CHAMBER 11 ,7' G SETBACKS: FRONT 20' 17' SIDE 10' SYSTEM DESIGN REAR 10' ELEVATION AT",BOTTOM OF LEACHING CHAMBER MINIMUM LOT SIZE: 87,120 S.F. "MA -306 B\ OVERLAY DISTRICT: AP CTJ 9.7' H 50' H W fW 20 PITS BORROW BVW-13 - ""' I B -14 BORROW TERRESTIAL NITROGEN SENSITIVE BRIDGE ACCESS ADJUSTED GROUNDWATER 4.7' J BVW-21 BVW-�22 ZONE: YES BROKEN DIKE , TO BROKEN PITS 19 FRESHWATER 4.6 FEMA FLOOD C-_ DIKE BARNSTABLE -�< 18 x ZONE DISTRICT: ZONE C & ZONE A10, (EL. 11.0') MAHW-201 // WETLAND BVW-1115 C-D 250001 0008 D CD SHRUB MASSACHUSETTS ' T- BVW-17 4.0 VEGETATION VARIANCES REQUESTED: LOCUS PLAN: NO SCALE MASSACHUSETTS: 310-15.211 �'MAHW-307 BVw-1 6 x N/F COASTAL BANK (50' REQUIRED) co PROPOSED S.A.S. TO EXISTIN ALLEN WHITE & CARL RIEDELL C-) �A -20 ASSESSORS MAP 228 38' PROVIDED. A VARIANCE OF 12Y IS REQUESTED. 6 PREPARED FOR� x PARCEL 1,39-002 4.4 BOSWORTH ASSOC, PROPOSED RESERVE AREA TO EXISTING COASTAL BANK (50' REQUIRED) AN 38,182± S.F. OFLUPLAND 0.86± ACRES 28 N9 co 29' PROVIDED. A VARIANCE OF 21' IS REQUESTED. WETLAND 7.2± ACRES OF P.O. BOX 685 TOTAL AREA 8± ACRES O� 1645 FALMOUTH RD. 'W-'MAHW-,308 LEGEND CD ............ DAVID J. UNIT C, 2nd FLOOR CRISPiR CIVIL CENTERVILLE, MA No.32112 STATE TOP OF COASTAL BANK jl-P 2 T:3 TC -7 TOWN TOP OF COASTAL BANK 02632 B -207 BVW-16 BORDERING VEGETATED WETLANDS 20 MAHW LLJ MAHW-309 DATE: 6/12/01 FEMA FEDERAL EMERGENCY ACT FLOOD 4.6 M INSURANCE RATE MAP ELEVATION 11 COMP./DESIGN: K. 'HEALY x LOCUS CC) CD DRAINAGE N CHECK: D. CRISPIN -- - - - - - - - - - - - - - - - -- 18% TOWN - COASTAL BANK EASEMENT DRAWN: P., HAGIST' PLAN VIEW FIELD.' D. GAZZOLO J. McCARTIN TE AN 10% STA COASTAL BANK co 0. SCALE: l' 20 FEET ELLIOTT RD, FILE N 8243SEP5.DWG C % LSCSF LAND SUBJE T TO STORM COASTAL FLOWAGE DWG 'N .-- 270-03 -wrAnl 2-1 i ftc-rvn 4z- 0 O'LL SHEET I OF, 1 10 , 20 40 FT. JOB N -,�t8243 00 LOCUS PLAN . N/F REVISIONS: • NO SCALE BARBARA BEANE N0. DATE DESC. ASSESSORS MAP 228 `� PARCEL 194 �\\ �o 1 . 5/14/02 REDUCE HOUSE SIZE F PLM FROM 78' TO 68' WIDE. 28 MAj s �\`�/LF` •�,.� REVISE CONTOURS. N ST PLAN REFERENCES O. L.C. 30469-A �p �G F,fj� �O N/F 6/1 1/02 GENERAL EDITS PLAN BOOK 361, PAGE 10 N/F T �� GERALD DAMBROSIO PLAN BOOK 381, PAGE 97 L �p N/F �� ASSESSORS MAP 228 5A JOHN & KATHERINE DOHERTY � . � ASSESSORS MAP 228 REGINA M. HURLEY �\ PARCEL 56 INE ASSESSORS MAP 228 \ o P _ _ PARCEL 59 VW-1 PARCEL 58 PROPOSED 1500 GAL. ' ? — — DRYWELL FOR POOL £ \ i BENCHMARK SET \ \ TCB-1 r t TOP OF CONCRETE LOCUS rn N / g i PROPOSED = MAF�VV�2 BVW-2 < BOUND o � INGROUND I / �o 0 0 ELEV 5.18' NGVD po o d � � 16 24 POOL i j�F FN ELLIOTT RD, r I C': 0 0� 2.28 X I } �� tJr i i �► ` 10.0 td -2.06 X 5.16 VW-3 a= I i MIN 8PROPOSED S D G MAHW 299 H i �� AI J TCB X 6.5 i i t VISIBLE 2' / / -3 700, i �` / 20' HOFvs HIGH BANK / �'q TE r0 MAHW-300fiCB-/4/ �0� wFT� ro •� 13 0 + B Fvl) i CMl AHW-301 BVW-4/1 15.0' P ' BVW-28 •/'• 'DNALE '.<+ _ � P f1110 O �O� MAHW-302/ F -�� l SLA IN OFs R ,•/ PROFESSIONAL ENGINEER DATE �'� �- ELEV �Ci� \ VW-27 ./. pF TCB-5 O o / / /''� �/ v OQ `�� `1' >; DECK 29' I' PROPOSED e 8, ��, VW-2g /•• PROPOSED P LA N 1250 GAL. Rr OPOSE�S Q 1500MAH � •/ 00, 3031N 6TCB-6 '6 DRYWELL 12 5' BEDROOM °` GALLON ��rF- TO / O F 1 WELLING, TOP SEPTIC BVW-25; coC/, `G� /•• PROPOSED O CONCRETE WALL TANK �O I sF �� /•• SINGLE FAM I LY 1 BVW-5 I / i GARAGE ELEV 15 /•• TOP OF SLAB lb 1 / / ELEV 14.0' I �• /••/• HOME '// i� �/ w /•• vER = I BVW-6 j , �, , i• Z /•• AND ILLE R� 1 J ql iOp 1 •�•. CEN �ER� I eTCB-7 ,r D _ , G�cti =.� d ../• APPURTENANCES E � _ _ o ESw RIN 1 1 T 8BB W_7 •� o •/••/ MAHW-304 I ,- = :. .: � _ �,_ �`y :/ ••/• 37 BROKEN DIKE 1 1 B 8W _ BVW-24 v ••/.. / O. 1 ,� �___J / p .•/ NOTES: ,�� ,� I I �/ P,y�P , '- .•� 1. BOARD OF HEALTH SEPTIC SYSTEM BAR N STAB LE C3 ��j; v - \ h o •./ APPROVED 7ECEMBER 09, 2001. 00� 1 BVW O� J \ A BVW-230.0 MAN I B��-12 _`• 5.27 •./•� 2. STATE SEPTIC VARIANCE APPROVED 3d5� •`� BVW-22 FEBRUARY 07, 2002. (BARNSTAB� E COUNTY) MAHW-201 X BVW-10 i •`' EDGE-OF- Sq \ i 10 ••�•• • 3. ANORAD APPROVED APRIL 10, 2001 DEP FILE # SE3-3811. Rsh' \ � MAHW-204/ / ' BVW-20 MAHW-202 / MAHW-306 BVW-13 .' ` t 50' BORROW 4. VARIANCE REQUESTED 4' WITHIN / / COASTAL BANK (ARTICLE 27 TOWN OF N/F \ / /� ` \ PITS BARNSTABLE ORDINANCES NICHOLAS REVOTSKIE � � � BMW-14 '� TERRESTIAL ) ASSESSORS MAP 228 �� / j / BRIDGE ACCESS BORROW \ BVW-21 BVW-22 TOTAL AREA = 30 S.F. PARCEL 171 `� TO BROKEN PITS ,\ VW-19 4.6 FRESHWATER PROPOSED IMPROVEMENTS �� ',�' / DIKE "� VW-18 X WETLAND y MAHW-203 MAHW-20� PROPOSED BVW-15 SHRUB LOW STONE LOCUS INFORMATION RET. WALL BVW-17 4.0 VEGETATION MAHW-307 BVW-16 XALLEN WHITE & CARL RIEDELL / \ ASSESSORS MAP 228 CURRENT OWNERS: ALLEN WHITE & CARL RIEDELL MARCH 12, 2002 F / PARCEL 139-002 TITLE REFERENCE: DEED BOOK 3117, PAGE 214 4W-206 38,182f S.F. OF UPLAND 0.86t ACRES X off' \ \ �� WETLAND 7.2t ACRES 4 4 APO PLAN REFERENCE: NO RECORD PLAN, SEE PLAN REF. \ \ ` TOTAL AREA 8t ACRES a yL O �` \ \ �, DISTURBED AREA 13,309t S.F. GE OF Q ASSESSORS MAP: 228- F` .1 � ED PARCEL: 139 002 U F � `` \ \ \ \ MAHW-308 \��, , '� PREPARED FOR: ZONING DISTRICT: RC o \ \ SETBACKS: FRONT 20' BOSWORTH ASSOC. \ \ SIDE 10' MAHW-207 \ REAR 10' P.O. BOX 685 � ` MAHW-309 OVERLAY DISTRICT: AP 1645 FALMOUTH RD. o � 4.6 OVERLAY DISTRICT: RESOURCE PROTECTION UNIT C, 2nd FLOOR N x OVERLAY DISTRICY CENTERVILLE, MA BENCHMARK SET DRAINAGE ----------------------------------------- FEMA FLOOD 02632 * TOP OF PK NAIL EASEMENT ~� ZONE DISTRICT: ZONE C & ZONE A10, (EL. 11.0') SET IN PAVEMENT ``� \ �,p/ �C � � � 1 m ELEV 7.94' NGVDLO 25000 0008 D 0 CL LEGEND BSC R Cu C�p657 Main Street, Unit 6 o \ ��\ \ \ MAHW-310 --- --- - STATE - TOP OF COASTAL BANK i / / W. Yarmouth Massachusetts u, �� \ TCB-7 TOWN - TOP OF COASTAL BANK 02673 \ �`�� \ BVW-16 BORDERING VEGETATED WETLANDS /./ FEMA FEDERAL EMERGENCY ACT FLOOD 5087788919 Q \ INSURANCE RATE MAP ELEVATION 11 2002 The BSC Group, Inc. � MAHW-208 � - / 18% TOWN COASTAL BANK / AHVW-311 / SCALE: 1 " = 20' / /. / 0 2.5 5 10 MFTfR� C Ii N/F �\� 10% STATE - COASTAL BANK / / / / o io 20 ao tE- t CHARLOTTE ROBERTS MESSNER / z ASSESSORS MAP 227 �`�� LSCSF LAND SUBJECT TO STORM COASTAL FLOWAGE CD PARCEL 79 / / �\ PROJ. MGR.: C. FIELD FIELD: N. H. / B. H. / D. G. / J. McC. o CALC./DESIGN: K. HEALY DRAWN: K. HEALY o I `�`� / G� � CHECK: C. FIELD / N. HAYES j / / / FILE: 8243-CON4.DWG - - - - - - - - - - - - - - - - - - - - -- / - - - - - - - - - - - - cl �`�� ; OB. NO 4-82403.00 ` ` - - - / ; SHEET 3 OF 4 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL' NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P- 9913 NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS 30.0' 1. 8/20/01 REVISE S.A.S. TEST PIT BSC#1 TEST PIT BSC#2 HAND TEST B C#3 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 00 0 0 oo 0 0� o-o 0 0 0 0 0 00000000000 0 0 0 0 NOTES: I. SEPTIC TANK SHALL BE STEEL GRID. EL. _9'7' GRD. EL. 8.7' GRD. EL. 11.4' REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE 00 - 0 __ 0 0 0 00 0000 00 00 0 00 0 00 00 2. 9 4 01 B.O.H. REQ. ADJ 4.7' ADJ. 4.7' TEES TO BE CENTERED UNDER MANHOLE COVER REMOVABLE 2" WL, o 0 6W EI GW. EL. DATE: 6 19 Oi 2. SEP11C TANK TO WITHSTAND H-10 LOADING COVER i ! NOTES: --- 0 4 UNITS o° 3. 9/26/01 REV. HSE - UNLESS UNDER PAVEMENT, DRIVES OR 1 - - ----- 0 TOP SOIL 0 TOP SOIL TRAVELED WAYS, WHEREIN H-20 LOADING v..y,.+'y,:y„+�.:y,,.,�.:y ,. ; 1. DIST. BOX TO WITHSTAND H-10 LOADING: „ HIGH DENSITY o° 50" 12' 2" o + 4. 9/28/01 NEW HOUSE 7 5yr 2 5/2 7 5yr 3/1 SHALL APPLY. 4 PVC °° POLYETHYLENE INFILTRATOR 3050 ° - AUGURED TEST UNLESS UNDER PAVEMENT, DRIVES OR 0 3. ALL PIPE CONNECTIONS AND CONCRETE I TRAVELED WAYS WHERE!N H-20 LOADING PIPE 1- 00 CONSTRUCTION SHALL BE: WATERTIGHT- 2-24' DIA CONCRETE MANHOLES 0°00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5. 1Oj18/0i WETLAND O SETS A LOAMY SAND LOAMY SAND NO W/ METAL HANDLES BROUGHT t5" SHALL APPLY. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Ow 4/4 A 7.5yr 4/2 CLAY OR 4. FILL ALL. UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE—- 2. PROVIDE INLET TEE OR BAFFLE WHERE I` 35' - ------ -- 12" -� MOTTLING MORTAR. 6" � 5,5" OUTLETS +. 8" SLOPE 4F PIPE EXCEEDS 0.08 FT. TOR + LOAMY SAND VISIBLE TEE TO BE UNDER 12" MIN - .y /F - r` B 5 3" �a 7f°C +'c Q oo, o ' coa.�oda j- IN PUMPED SYSTEM. PLAN VIEW LEACHING LOAMY SAND B t0yr 5/4 M.N. OPENING - R � r•- �_ CHAMBERS 1Qyr 5/6 30" ---- MEDIUM SAND w ` �` �� r/_ �� y `=4' "- ��' �e4' L-- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. ---- ELEV = 6.2' 4F?" �- 88' RAISE M.H W I "14 BOTTOM ON LEVEL LOAM & SEED DISTURBED AREAS 6" MIN_. 3/4" TO BOX TO BE LAID LEVEL.ELEV. = 7.5' _ - - 10'-6" --- ---' SEWER BR►CK� STABLE BASE TTT7TI77777 60° - ! -- 96" _ I & MORTAR - CROSS- SECTION 1 ON CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACTED FILL 36" MAXIMUM 12"MINIMUM ELEV. = 3.4' 10'-0" -- � 12•• `' STONE BASE GENERAL NOTES: NORMAL WATER LEVEL - CONSTRUCTION SHALL BE WATERTIGHT. �__ .__ l e.: o o°o o°000° o°o o 00 0°o -- 3" LAYER 1. THIS PLAN IS FOR DESIGN AND -- HIGH L 3" - 5. FILL ALL UNUSED KNOCKOUTS WITH TH MORTAR PEASTONE CONSTRUCTION OF THE SEWAGE C �8" C 78" �' PRECAST SEPTIC TANK �o } 10" 14`; 0 CID HIGH GROUNDWATER COMPUTATION INLET TEE 0 4'-s"T 30 1 2" �0" 24" Qv 0'0 l DENS TY HIGH Q Q Q00 Q Q REMOVE DISPOSAL FACILITY ONLY go" = I - 1__ I I / Q QO POLYETHYLENE p Q UNSUITABLE 2 ALL CONSTRUCTION METHODS AND (BASED ON TP 1 ____ _.__ __ _. �, - # ) - - - - - EFFEC. � p INFILTRATOR 3050 p G p MATERIAL FOR MATERIALS SHALL CONFORM TO MASS. MEDIUM SAND MEDIUM SAND 5'-2" 4'-6" 4'-0" MIN. so eF.�o ON - 5'-4" i5 i/2" DEPTH p LEACHING Q p 5' ALL AROUND D.E.P TITLE 5 AND LOCAL BOARD - LIQUID DEPTH OUP >TE p O p IF APPLICABLE OF HEALTH REGULATIONS DEPTH TO WATER OR BOT OF HOLE) 6.5' z_ 10yr 6/6 10yr 5/6 -_-_-- (GAS ca+rna) ELEV. = -0.5' INDEX WELL MIW-29_ 5 -8" PRECAST DIST. CHAMBER p PIPES 124" WATER LEVEL RANGE ZONE --_A__- - - �_, BOX _--- 48" ----- 50" / ` 48" \`\--- 3/4" 1 1/2" 3 ORLTRAVELED WAY LOCATED SHALL BE SCHEDULE ELEV = -1.63 CURRENT DEPTHOINDEX WELL(1/01) 9_5'_ I- �� : .`.. , . ;, ., :. @� :' WASHED STONE 40 OR EQUAL. Ii WATER LEVEL ADJUSTMENT ;z_ _ °a BOTTOM ON LEVEL STABLE BASE �}'Pc 3" 12 4. THERE ARE NO KNOWN PRIVATE WELL DEPTH TO ADJUSTED HIGH WATER 4.0'_ - ------- LOCATED WITHIN 150 FT OF THE ------ PLAN VIEW i+ d�'f/ J// � 7 1/2 --- 22 PROPOSED LEACHING FACILITY NOR DATE: DATE: - - 6" MIN. 3/4" TO �'� � CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER ANY KNOWN WELLS PROPOSED WITHIN 1 11 01 _1 11 of 1 1/2" STONE 150' OF ANY KNOWN LEACHING FACILI? r TEST BY: TEST BY: INDICATES �� S \'o THE BSC GROUP, INC. THE BSC GROUP, INC- PLAN REFER REMOVE ENCES �♦ 0 0 5 ALL TOPSOL,OSUBSOIL ANDNOTHER _� OBSERVED . \o o_ WITNESSED BY: WITNESSED BY: GROUND WATER L.C. 30469-A �U+4+�c� G,c. N/F DESIGN CRITERIA: IMPERVIOUS MATERIAL. PLAN BOOK 361, PAGE 10 � ♦`� F \ �� GERALD DAMBROSIO 6 REPLACE WITH CLEAN WASHED SAND DONNA MIORANDI DONNA MIORANDI INDICATES PLAN BOOK 381, PAGE 97 N/F w. ',�F \ lI JOHN & KATHERINE DOHERTY � L- ♦ 'A �-� j ASSESSORS MAP 228 �, � DESIGN FLOW: OR OTHER CLEAN GRANULAR SOILS PERC. RATE: PERC. RATE: _L_ ESTIMATED L N/F \ n CONFORMING TO THE FOLLOWING SEASONAL HIGH ASSESSORS MAP 228 REGINA M. HURLEY \ PARCEL 56 .A 4 BEDROOMS AT 110G.P.B./D 440 G.P.D SIEVE ANALYSIS: < 2 MIN./INCH _< 2 MIN./INCH GROUND WATER ______ PARCEL 59 ~ ; ' .� `� -� 6 ASSESSORS MAP 228 �� \ Z 10% (MAX) BY WT, SHALL SOIL EVALUATOR SOIL EVALUATOR �` W \ \ \ \ PARCEL 58 'I "� PASS No. 50 SIEVE %C. FIELD C. FIELD DCKI +NDiCATES '� \ \ \s REQUIRED SEPTIC TANK - <10 % OF No. 4 SIEVE SHALL PERC. / TCB-1 '�.\ �� \ \ 1 BENCHMARK SET 440 X 200% 880 GAL. PASS No. 100 ! q SOIL CLASS: P \ �.\ a TOP OF CONCRETE \ _ <5 SOIL CLASS.- CST MAHW �BVWA2 BOUND SEPTIC TANK PROVIDED: -- � PASS No. 200 1 1 f-�� OF No. 4 SIEVE SHALL ELEV 5.18' NGVD I -- _ UNIFORMITY COEFFICIENT Q No 4 L.T.A.R. L.T A.R. INDICATES ��j� \ , \ I INDICATES AREA 1:1UNSUITABLE / `� 1 ; I THAT MEETS ALL ` 'S FACILITY REQUIRED: SIEVE </=s.o 0.74 G.P.D./SQ.FT. 0 74 G•P•D•/SQ•FT• MATERIAL �� ` ` i \ , : LOCAL_ & STATE 'SIZE OF LEACHING FAC a EXISTING UTILITIES WHERE SHOWN �� TCB \ \ \ r SETBACK REQUIREMENTS I DESIGN PERC. RATE: <2 MIN./ INCH IN THE DRAWINGS ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPON DATUM : 1.28 X 1 1 1� \ �� i I �� 10.0' ��; I LONG TERM APPL. RATE 0,74 / SIBLE FOR 1 ; / s J + G.P.D S.F COORDINATING OTHE LPROPGSED CON 2.0s X 5 \6� � ` � ! I MIN 0 +� J , VERTICAL DATUM: N.G.V_D. MAHW-2.0 + -.. M t3vW1 3-/ \ I o ,++ \ , 440 GPD 0,74 GPD/SF = 596 S.F STRUCTION ACTIVITY WITH DIG-SAFE AND THE APPLICABLE UTILITY X 6.5 c 1O. 6 a \ h�+ �� COMPANY AND MAINTAINING THE BENCH MARK USED: RM-16 CHISELED MARK ON CENTERVILLE RIVER HEADWALL , 3B/ , 8 8 N, �• �Q iSIZE OF LEACHING FACILITY PROVIDED: �i C4 VISIBLE 2 / , - 10 12.1 ,a X, r s EXISTING UTILITY SYSTEM IN 5ER'JICE: G i / ' W�' ( ,� �� DIG-SAFE SHALL BE NOTIFIED PER BENCH MARK SET: TOP OF CONCRETE BOUND. ELEVATION 5.18 NIGH BANK /'f /� I rERCo v r �� , USE HIGH DENSITY POLYETHYLENE THE STATE OF MASSACHUSETTS I MAHW- 300 ,' " / g / 01 r RSfi „`'� ' . ✓ '� / LEACHING CHAMBERS(4 UNITS) 12'X2'X35' STATUTE CHAPTER 82, SECTION 409 + TCB f J/ / rt ENO { \ f ,} // = +++�� 7233. THE ENGINEER DOAT TEL S NOT-GUARANTEE PROFILE NOT TO SCALE AHw-301 ` '+ 4 / SIDEWALL = 2(12 +35 ) X 2 = 188 THFiR ACCURACY OR THAT Au_ �� _ _ cQ. f BV - ' BOTTOM 12' X 35' 420 UTILITIES AND SUBSURFACE STRUCTURES W EL.= A / i ,% / / SC '� S ARE SHOWN. LOCATIONS AND FIRST PIPE LENGTH / ; - �, • '0. O ' 608S'F' ELEVATIONS GAF UNDERGROUND UTILITIES TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL �� / / i ! / Y• �� T MAHW-30 __ / %' �// ` + f ✓ IN A FS / ram �' ,^i' 7 - TAKEN FROM RECORD PLANS. ITHE EL=1a.2' 6. OF FINISHED GRADE / FOR MIN, 2' 2 __ �'%/ r ; F • , SLA� w4 �Qi I 608 S,F x 0, , 4 GPD/SF 449GPD FINISH GRADE / / / i' r J ' / \ I �� R�F ' // I CONTRACTOR SHALL VERIFY SIZE, \ ILL. LOCATION la of �- ' ��/_ -- ; Q � . \ / LE`r \ 449GPD PROVIDED > 440 REQUIRED LOCATION AND INVERTS OF UTILITIES ; 2. / �' Vw - AND STRUCTURES AS REQUIRED PRIOR 4 - //- - - �� / 5' �' - TO THE START O' CONS TRUC't!ON. �L �44 \r ' `ter" r 4�' 7 4' PVC CRAM - / - P \ �' 50' / ' _Z OF RESERVE FACILITY PROVIDED: I LEACHING BER / / / SEC - � / P � \•� � �� ! K I r CALL. / 1 •'� 2 � � .-. i - I i S�� / ! / I PROPOSED i 38' SEP i`V : � 8 THIS SYSTEM IS NO DESIGNED OR _ / � \ THE USE OF A GARBAGE GRINDER I_c �AQHW /�► �PN� \ ,f� ( / �F� GARAGE I �\ r NK 1 \ \ , X �, ' j SIDEWALL = 2(11 +37 ) X 2 = 192 A GARBAGE GRINDER IS NOT i H 3031 TCB-6 �.� I Q� TOP OF SLAE ,PROPOSED' 1 \ \ / 5.44 T1 BOTTOM = 11' X 37' = 407 RECOMMENDED DUE TO RECOGNIZED 5 OUTLET ,�F ELEV 14.0' r \ I R�o� 5.0 SEPARATION I ' \ \ \ / � 0 � /4 BEDROOM /\ � 599S,F ADVERSE IMPACTS TO iHE. LEACHING DIST BOX ' 1 I ' / DWELLING r, ' 1 1 BVW-25 '4SF EHW FACILITY. SEPQfC TANK i EST. ADJUSTED HIGH GROUNDWATER 1 BVW-5 f \\ \\ _ +tea // \.� tQP OF CON TE WA L � I �� ' 3.44 X 599S,F x 0,74 GPD/SF- = 443GPD 1 ` \ \ •° fn �'� FLE 2 443GPD PROVIDED > 440 REQUIRED . NVERT ELEVATIONS: ii TOP OF CONCRETE WALL. 1 5,2' A BVW-6�y 4" INVERT AT BUILDING ? 2.91 '_ 8 I � �TCB-7 � \ � '-�\ +?►+y _ _� � � �,r ___ � ` � � i I 1 " 1, LOCUS INFORMATION BSC GROUP 657 Main Street, (R'F. 28) Unit 6 4" INVERT AT SEPTIC TANK (IN) 12.65 C \I ► \ TCB B4W-7 �, \ , ~' *0 BSC#2 BSC#1 �\ ` ~ ` . • \ , I �. CURRENT OWNERS: ALLEN WHITE & CARL RIEDELL W. Yarmouth Massachusetts 4" INVERT AT SEPTIC TANK OUT 12.40' D MAHW-304 // �, �- - �4 \' I, \ I BVW %' / .��-` � __ �-.�.�.-... , �- ,-� r /\ t TITLE REFERENCE: DEED BOOK 3117, PAGE 214 r 4" INVERT AT DIST. BOX (IN) 11 .90' E 02673 I 1 1 - K '�- _ \ / \ o i'BVW-24 \ �U8 78 891y , 4" INVERT AT DIST. BOX (OUT) ' < y� Z PLAN REFERENCE: NO RECORD PLAN, SEE PLAN REF 11.73 F a�• ' i 1 � �/� � � . �. �` I -- � ,'''r..i , \1 1 �� PROJECT Tl TLE: \ ASSESSORS MAP: 228 INVERTS AT LEACHING FACILITY: �` r rt'� �. / � '� ` \ �� P i I 'Bvw-23 . / PARCEL: 139-002 BVW 't 1 \ / r �..�•. -•� ,� / ,,, � \ \ / / .• r / �' `\ \ �\/\ \ r / / \ \�� / / /41 5.27' Z ZONING DISTRICT: RC SEWAGE DISPOSAL BSC-12 '�. 4" INVERT AT BEGINNING MAH 305 �` -1 \ `1 \ ` �`,� o.\ j� 1 I lI / �/ �`,` t I/� �\ \ \ 1 s' �/` f; - SETBACKS: FRONT 20' SYSTEM DESIGN OF LEACHING CHAMBER 11 .7 G �, i BVW o �, h \\ yf /1 � ; _ \ \ \//��\ � � \ �( r \ � ��BVWV 22 � SIDE 10 REAR 10 E TT �� / � � \ \ III I I / �t �,/_ �. \ ELEVATION AT BOTTOM T OM f , , y 1, OF LEACHING CHAMBER 9. 7 H �� / \ \Y \~ /I MINIMUM LOT SIZE: 87,120 S.F. �'M.AHW--306 / 1 / 50 BORROW LBVW-20 \f -,% __ >,"`� %' #37 BVW-13 / / '� OVERLAY DISTRICT: AP Q3 r' �•• J PITS BVW-14 / -I'� TERR!ESTIAL ti TROGEN SENSITIVE BORROW 1 \ \ BVW-21 _ BVW-122 BROKEN DIKE ADJUSTED GROUNDWATER 4. 7 J BRIDGE ACCESS / ZONE: YES j TO BROKEN PITS 1 / �\ ,,., �wW-19 4 6 \ FRESHWATER FEMA FLOOD BARNSTABLE m MAHW-20 I DIKE - :� \� `� \; ,� VW-18 X WETLAND ZONE DISTRICT: ZONE C & ZONE A10, (EL :1.0') �C 250001 0008 D /, S C /� r'+u C C T� �� 8vw 15 MASSACHUSETTS l SG r, �. \ `t SHRUB CL VARIANCES REQUESTED: �/ � BVW-,7 \\ 4.0 VEGETATION LOCUS PLAN : NO SCALE N MASSACHUSETTS- 310-15,211 ! �'MAHW-307 BVW-16 X N/F R� PROPOSED S.A.S. TO EXISTING COASTAL BANK (50' REQUIRED) \\ ALLEN WHITE & CARL RIEDELL � M��N PREPARED FOR \ ASSESSORS MAP 228 A�- 38 PROVIDED. A VARIANCE OF 12 IS REQUESTED. -206 ` �� \ PARCEL 139 -002 X 4.4 v�� BOSWORTH ASSOC. V AREA T EXISTING COASTAL BANK 50' REQUIRED �\ `� \ 38,182t S,F. OF UPLAND 0.86t ACRES Q-P �r►.i� 28 � Mqj P.O. BOX 685 PROPOSED RESERVE E O E S ( ) FoF S x \� � WETLAND 7.2t ACRES 29' PROVIDED. A VARIANCE OF 21 ' IS REQUESTED. EoGE ` TOTAL AREA 8f ACRES --'��OF ' 1645 FALMOUTH RD. LEGEND oA�oIN `� r UNIT C, 2nd FLOOR \ `Ifs✓M A H W-308 -____ ` CRtSP `� a��12 i S� ' CENTERVILLE, MA `.� No.32 1 �N� N \ - � STATE - TOP OF COASTAL BANK `1 P2 � � � p � 02632 TCB-7 TOWN - TOP OF COASTAL BANK \ \ �� 20 MAHW-207 •-• BVW-16 BORDERING VEGETATED WETLANDS ►�e.� --- _..- Q t \ '`• DATE: 6/12/01 __-- �� \ \, -•If;'MAHW-309 Y ACT FLOOD 4•6 � � � >� COMP./DESIGN. K. HEALY FEMa FEDERAL EMERGENCY LOCUS - �` INSURANCE RATE MAP ELEVATION 11 X Z N CHECK: D CRISPIN co DRAINAGE \ �� \`�� f// 18% TOWN - COASTAL BANK ( I �� = DRAWN: P HAGIST P1AN VIEW EASEMENT I- FIELD: D- GAZZOLO / J. McCARTIN --- ��ti \ � ` � ,,p \� 107 STATE - COASTAL BANK SCALE: 1' = 20 FEET F ti ELLIOTT RD. 1 FILE N0, 8243SEP5.DWG J LAND SUBJECT TO STORM COASTAL FLOWAGE <� d DWG N $270 03 �` LSCSF T rl _ SHEET 1 OF 1 \ \ .� 0 10 20 40 F JOB NO. 4 8243.00 4 Ate., �.. ..,eS �.. P NY, k ._ .,. Y. ... ,. .� .. i.. . Y � _ .. ,.. ,. _. . ��5 r .,.� SOIL TEST PIT DATA: P-9913 TEST PIT BSC#1 TEST PIT B C 2 HAND TEST BSC#3 GRD. EL. 9.7' GIRD. EL. 8.7' GIRD. EL. 11.4' GW. EL. ADJ 4.7' GW. EL. ADJ. 4.7' DATE: 6 19 01 0 TOP SLR. 7.5yr 2,5/2 A LOAMY SAND 10 4/4 B LOWY SAND I %r 5/6 ELEV. = 7.5' 60" C I 90" _ MEDIUM SAND 10yr 6/6 9" 12" 30" •d PRECAST SEPTIC TANK r 10" 14" - .r {NLET TEE :? 4'-9" _ C-5,�2" 4'-6" 4'-0" MIN. d 5'-4" ONI 8„ Z LIQUID DEPTH 15 1/2 �oa�rrnoX) ELEV. = -0.5' INDEX WELL MIW-29 124" WATER LEVEL RANGE ZONE A�_ ELEV. = -1.63 CURRENT DEPTHOINDEX WELL(1/01) _ 9.5-_ '' `. 78" TOP SOIL 7.5yr 3/1 LOAMY, SAND A 7.5yr 4/2 g LOAMY SAND 10yr 5/4 ELEV. - 6.2' C 78" _ - MEDIUM SAND 10yr 5/6 AUGURED TEST NO CLAY OR MOTTLING VISIBLE MEDIUM SAND V AL_ 88" all" ELEV. = 3.4' 5s" HIGH GROUNDWATER COMPUTATION BASED ON TP#1 DEPTH TO WATER(OR BOT. OF HOLE)- 6.5' _ SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE NOT TO SCALE NO. OF OUTLETS J 1 F 30.0' --; NOTES: t. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE op o 000 O Q p Q O 0 po p oo REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN -PLACE CONCRETE. o 0 o Oa O O p Qoo0 Opp Q o 0 0 0 o TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS o T COVER NOTES' O 4 UNITS oO I „ 2. SEPTIC TANK TO WITHSTAND H-10 LOADING � o UNLESS UNDER PAVEMENT, DRIVES OR ! TRAVELED WAYS, WHEREIN H-20 LOADING �. ,y. • v; .y • ,. a; .y , , �: ,, 2" 1. DIST, BOX TO WITHSTAND H-10 LOADING o 50 12 HIGH DENSITY SHALL APPLY. T TUNLESS UNDER PAVEMENT, DRIVES OR 4 PVC oo POLYETHYLENE INFILTRATOR 3 5O ° 3. ALL PIPE CONNECTIONS AND CONCRETE TRAVELED WAYS WHEREIN H-20 LOADING PIPE CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES °o °o 4. FILL ALL UNUSED KNOCKOUTS WITH 4 METAL OF FINISH BROUGHT 1 �-IT Y T 15" SHALL APPLY. O° o O o 0 0 ° 0 009 0 0 000 o p p o 0 0 0 0 0 0 o Q T 0 0° O O O 0 0° Q° O p 0 p MORTAR. " " 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE r 35' TEE TO BE UNDER 12" MIN. 6 5.� OUTLETS a SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW - LEACHING CHAMBERS M.H. OPENING COVER 3" da law ed od sda Oda T IN PUMPED SYSTEM. 1� 4 RAISE M.H W�L.. 4" BOTTOM ON LEVEL 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST, LOAM & SEED DISTURBED AREAS 10'-6" SEWER BRICK STABLE BASE B" MIN. 3/4" TO BOX TO BE LAID LEVEL. d- • . -: d ..•: . • 1 1 /2" CRUSHED 10 -0» do MORTAR 12" CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACTED FILL 36" MAXIMUM 12"MINIM M NORM WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT, " e: O p O p 0 0 000 p O 0 0 Q �" _j 3 -- - - -- - 5- 4w IV IV" WATER LEVEL ADJUSTMENT e o DEPTH TO ADJUSTED HIGH WATER 4.0_ a BOTTOM ON LEVEL STABLE BASE 3" k- 7 PLAN VIEW 7 1/2 r' 22' DATE: DATE: N s" MIN. 3/4" To ��`�� '�'"� PLAN v1Ew CROSS-SECTION OF CHAMBER 1 /11 /01 1 /11 /01 1 1 /2" STONE CROSS-SECTION VIEW TEST BY: TEST BY: INDICATES PLAN REFERENCES ++ s \'o N THE BSC GROUP, INC. THE BSC GROUP, INC. V OBSERVED o- o GROUND WATER L.C. 30469-A '� ��'• G \��L N/F �G� p DESIGN CRITERIA: WITNESSED BY: WITNESSED BY: - PLAN BOOK 361 PAGE 10 \ \ ��* �'`� DONNA MIORANDI DONNA MIORANDI INDICATES PLAN BOOK 381, PAGE 97 N/F `�,� B+o F �� \ �` GERALD DAMBROSIO �� PERC. RATE: PERC. RATE: �_ ESTIMATED JOHN & KATHERINE DOHERTY �y+�� N/F \ �.� ASSESSORS MAP 228 A, DESIGN FLOW: < 2 MIN./INCH < SEASONAL HIGH ASSESSORS MAP 228 ` ` \ \ REGINA M. HURLEY \ �o PARCEL 56 ' _�MIN,/INCH GROUND WATER --,_____ PARCEL 59 `� ; �� ' 4 BEDROOMS AT 110 G.P.B./D 440 G,P.D. SOIL EVALUATOR SOIL EVALUATOR ______- -�-�� _`�� . ASSESSORS MAP 228 Z C. FIELD C. FIELD - -- ``\ \ \ \ \ INDICATES PARCEL 58 '� REQUIRED SEPTIC TANK SOIL CLASS, SOIL CLASS: PERC. \ C` ��..\ TCB-1 \ � � \\ � \\ BENCHMARK SET 440 X 200% - 880 GAL. / \ \ • TOP OF CONCRETE 1 1 TEST MAHW \ BVW-�2 \ \\ : 1 BOUND , SEPTIC TANK PROVIDED: \', \ ,\ \ ` \� \ \ I INDICATES AREA L.T.A.R. L.T.A.R. INDICATES C/ THAT MEETS ALL ELEV 5.18' NGVD 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. El UNSUITABLE 'Qi� , • 1 FsMATERIAL LOCAL &STAVE IZE OF LEACHING FACILITY REQ TCBUIRED: �J \ \ \ � \ � � I , \ F`y i �� SETBACK REQUIREMENTS , DESIGN PERC. RATE: <2 MIN./ INCH DATUM: 2.28 X 0 9 ; N 15r 10.0' F� ; LONG TERM APPL. RATE 0.74 G.P.D/S.F. 2.0 X 5.\6; MIN , <j i VERTICAL DATUM: N.G.V.D. MAHW-299 I l I o ++ , 440 GPD + 0,74 GPD/SF = 596 SF, BENCH MARK USED: RM-16 CHISELED MARK ON CENTERVILLE RIVER HEADWALL $' 8.85 / 10. 6 j 1 \ `':+ off' IV VISIBLE 2 _fir/ y �o , ; 12,1 \ ++,0 �Q SIZE OF LEACHING FACILITY PROVIDED: BENCH MARK SET: TOP OF CONCRETE BOUND. ELEVATION 5.18 HIGH BANK 0 ` ++ice+ USE HIGH DENSITY POLYETHYLENE MAHW-300 / �� /"� ro RS£ ,�� + / LEACHING CHAMBERS(4 UNITS) 12'X2'X35' PROFILE: NOT TO SCALE AHW-301 IWO •' i , EL.=A --' � ,�''; �/� V� � ,+^ s � r'` �� BVW-28 SIDEWALL-= 2C12 +35) X 2 = 188 TOP FOUNDATION FIRST PIPE LENGTH .i / �, / oQ / �� + SC 10. I ,� �S4 / �, BOTTOM 12 X 35 = 4__ 2.2__ CONCRETE COVERS TO WITHIN TO BE SET LEVEL� • T / 6OSS.F, EL.=14.2' 6" OF FINISHED GRADE. FOR MIN. 2' MAHW-31J /tef r ,�,•! / � • IN p�£S FINISH GRADE �,...-- "',+"" �' pF 1 �a� h SLA ! �. �- 608 S,F x 0,74 GPD/SF = 449GPD .00�--�r�' .� �f r OQ F • i LEv \ 4�" j VW-27 449GPD PROVIDED > 440 REQUIRED " / ' _ ,I ` GAF . 4 PV 4" PVC SCH 4Cl y, ,% .'" " . �" /' G� / vlt,� \ / _ _ 5! / P 500� ' v .r'•'' ' SIZE OF RESERVE FACILITY PROVIDED: 4 H 4 LEACHING CHAMBER / / // `� / / �' / DECK / .' / ' 1 VW-2 / Pc�/ / I // `r PROPOSED GALL \ , I=G CO ti`� ,,/'' w� GARAGE / 38' SEPT{ �` X I=C I=E H MAHW TCB-6 0P I 1 / O� / a NK \ \ 5.44 / SIDEWALL = 2(11'+37`) X 2' = 192 / TOP OF SLAB ROPOSE \ 5 OUTLET 3031 { ,�' \ I / oQ , P \ T£ BOTTOM - 11' X 37' = 407 / /4 BEDROOM \ C . • �•. DIST- BOX 1=F 5.0' SEPARATION I �•� � \ \ I Q4 +•+• ELEV14.0 1500 GALLON EST. ADJUSTED HIGH GROUNDWATER t/I' � I BVW-5 _,,/� \ \ \ � / /DWELLING p � 1 I ®VW-25 � RSF 599S.F. SEPTIC TANK r r \ �+ / N TV WAL ,� l 3.44 X EHW �QP OF CO5995,E x 0.74 GPD/SF = 4436PD � ^ ,� f { I I+ 4436PD PROVIDED > 440 REQUIRED INVERT ELEVATIONS: y I \ 1 .+'� ! / f TOP OF CONCRETE WALL 15.2' A = BVW-6, 4" INVERT AT BUILDING 12.91. B TCB-7 \ '1� +*+ � `/,, �+� I � � t��s LOCUS INFORMATION 4 INVERT AT SEPTIC TANK (IN) 12.65 C ' \ TCBB -7 \ r + / �►, `�.. \ ,/� ! _8 � � \ \ ♦fBSC#2 BSC#1 � \ i � 4" INVERT AT SEPTIC TANK (OUT) 12.40' D AHW-304 \` CURRENT OWNERS: ALLEN WHITE &CARL RIEDELL �t 4" INVERT AT DIST. BOX IN 11.90' E t t�avw r� / ` \ \ \ _ TITLE REFERENCE: DEED BOOK 3117 PAGE ' 14 „ ( ) ti0 8 /� / �i I „\ ;... •+, �/ \ � #''BVW, - 2 4 . 1 4 INVERT AT DIST. BOX (OUT) 11.73 F y�. ��' ♦ _ ' r w ` 1 � "i '` 5. 7 PLAN REFERENCE: NO RECORD PLAN, SEE PLAN REF. Ido INVERTS AT LEACHING FACILITY: ��t-�. ��' �� ,\ ��` . 1 ) i �' ASSESSORS MAP: 228 ..�� ?{ \ �, ♦ \ /t � ',r / 1 1 •, BVW-23 PARCEL. 139-002 INVERT AT BEGINNING BVW \ \r'� / l 1 ��- 4" •�5.27'�MAH 3Q5 BSC-12 \ \ ��►, ' / ,�,,.� / ��' ZONING DISTRICT: RC BVW-10 \ ` \ l I J h t ( \ '`� f �'' SETBACKS: FRONT 20 OF LEACHING CHAMBER 11.7' G \ , ✓��sVW-22 SIDE 10,0�l® o'' \ �,- \�" 1' REAR 10 ELEVATION AT BOTTOM \ % \ \ ) f! r ► ! • I % }��.1%� ,.; ` �- _ _ - 9.7' H �` '�\ �// i `/"/ / �"7' t� ✓ ..�,, I MINIM T I OCT3 1 Z OF LEACHING CHAMBER Y� -- UM Lo s ZE: 87,120 S.F. OQ1 MAHW-306 ` �/ 1 / 50' BORROW BVW-20\ \- -., �, ..� 1 ` �, Tow BVW-13 / / ! I _ _ ,L OVERLAY DISTRICT: AP N of sARrvsTAs� m I •�/ \ PITS �..i.. .....,\ 1 / J HEALTH DEPT. c BVW-14 1! ` ! �' `a- -•• •._•,,�t'r NITROGEN SENSITIVE ADJUSTED GROUNDWATER 4.7' J BRIDGE ACCESS i BORROW / \ \ ,,•-�' BVW-21 BVW-22 TERRESTIAL ZONE: YES TO BROKEN t PITS 'nVW-19 FRESHWATER DIKE i \ \ / \ 4.6 FEMA FLOOD MAHW-20 tr •-�' VW-18 x WETLAND ZONE DISTRICT: ZONE C & ZONE A10, (EL, 11.0') %5 BVW-15� \ - SHRUB 250001 0008 D VARIANCES REQUESTED: BVW-17 4.0 VEGETATION MASSACHUSETTS: 310-15.211 MAHW-307 BVW-16 \ X LOCUS PLAN. N o SCALE PROPOSED S.A.S. TO EXISTING COASTAL BANK 50' REQUIRED \ N/F ( ) \\ ` \ ALLEN WHITE & CARL RIEDELL V\�A R�' 38 PROVIDED. A VARIANCE OF 12 IS REQUESTED. -206 \�` \ ASSESSORS MAP 228C"i X \ PARCEL 139-002 4.4 Q PROPOSED RESERVE AREA TO EXISTING COASTAL BANK ( S 1' REQUESTED. \\ 50' REQUIRED) 1 \ 38,182t S.F. OF UPLAND 0.86t ACRES 4Pv 28 VIM 29' PROVIDED. A VARIANCE OF 2 I R T F�� % \� WETLAND 7.2E ACRES Q� TOTAL AREA 8f ACRES EQGE OF � WIMAHW-308 LEGEND DAV0 a l CIVIL C'n\ ~ `. STATE - TOP OF COASTAL BANK Tl �P2 No pZN 0 `TCB-7 TOWN - TOP OF COASTAL BANK`" LC MAHW-207 \ \�.BVW-16 BORDERING VEGETATED WETLANDSLLJ `MAHW-309 t FEMA FEDERAL EMERGENCY ACT FLOOD 4.6 \\ �j�T \� �\ INSURANCE RATE MAP ELEVATION 11 X LOCUS N DRAINAGE \ \ \ �% 18% TOWN - COASTAL BANK G EASEMENT \\ X �� / l "/, • ` PLAN VIEW co 10% STATE - COASTAL BANK SCALE: 1' = 20 FEET �Ik��N ELLI❑TT RD, r r ♦�\ \ `�` LSCSF LAND SUBJECT TO STORM COASTAL FLOWAGE d 0 10 20 40 FT. REVISIONS NO. DATE DESCRIPTION 1. 8/20/01 REVISE S.A.S. 2. 9/4/01 B.O.H. REQ. 3. 9/26/01 REV. HSE 4, 9/28/01 NEW HOUSE 5, 10/18/01 WETLAND O.SETS GENERAL NOTES: 1, THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS MALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS, 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6- REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <10 X OF No. 4 SIEVE SHALL PASS No. 100 <5 X OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT O No, 4 SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL. 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS, THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REWIRED PRIOR TO THE START OF CONSTRUCTION. 8• THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACILITY. .0 GfkM 657 Main Street, (RT. 28) Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN #37 BROKEN DIKE BARNSTABLE MASSACHUSETTS PREPARED FOR. BOSWORTH ASSOC. P.O. BOX 685 1645 FALMOUTH RD. UNIT C, 2nd FLOOR CENTERVILLE, MA 02632 DATE: 6/12/01 COMP. DESIGN: K. HEATY CHECK: D. CRISPIN DRAWN: P. HAGIST FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 8243SEP5.DWG D WG N 270-03 SHEET 1 OF 1 JOB NO. 44-8243.00 .,.. .r. ,r z ,. w a