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0004 SAINT FRANCIS CIRCLE - Health
4 Saint Francis Circle y Hyannis P A = 291 225 i KI o ° a 1 TOWN OF BA/R//N����ST//ABLE LGa;'ATION y Sftjn �'dGl.�Grr$ C.�KI.-, SEWAGE# ..Zcci— ifoJ 11ILLAGE ' .hr1 r y ASSESSOR'S MAP&PARCEL 2n Z Z_- INSTALLERS NAME&PHONE NO. C44ww lz•P rn Y-2I-y Z SEPTIC TANK CAPACITY j S'IS'6 H'Z b In6li /�'',�`► ��C LEACHING FACILITY:(type) (l C/e (size) 3 NO.OF BEDROOMS .3 OWNER PERMIT DATE: 10^-S' Zoot COMPLIANCE DATE: 10 2,3- Zco Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility •jU l Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) \\ Feet FURNISHED BY `a 'v. F. F 9 M � �• � '�� M S 7 M CLElaz Iz ca 2 /2014 !`�u 5a n. m) �a � Meter Reading History Page 1 of 1 Date: 12/1 -�-y� 9 Customer# 603635-2 Q Premise#603635 Service: Water Regular Metered METER READING TRANSACTION INFO Read Date Sequence# Meter# Face Sort # Read Code Reading Consumption Skin Count Type Code Status Bill Period Trans Date 10%02/2014 01 73424533 0 22040066 1 2,422 90 0 REG A R 201404 10/07/2014 06/25/2014 01 13424533 0 22040060 1 `2,332 54 0 REG A R 201403 07/06/2014 03/28/2014 01 73424533 0 22040060 1 21278 5 0 REG A R 201402 04/07/2014 01/02/2014 01 73424533 0 22040060 1 21273 22 0 REG A R 201401 01Y06/20.14 09/26/2013 01 73424533 0 22040060 1 2,251 80 0 REG A R 201304 10/03/2013 06/27/2013 01 73424533. 0 22040060 1 2,171 21 0 REG A R 201303 07/0312013 03/26/2013 01 73424533. 0 .220400,60 1 2,150 6 0 REG A R 201302 04/0312013 12/28/2012 01 73424533 0 22040060 1 2,144 7 0 REG A R 201301 01/02/2013 09/27/2012 01 73424533 0 22040060 1 2,137' 79 0 REG A R 201204 10/0412012, 06/28/2012 01 73424533 0.2204006.0 1 2,058 40 0 REG A R 201203 07/05/2012 03/,28/2012 01 73424533 0 22040060 1 2,018 19 0 REG A R 201202 04/04/2012 12/28/2011 01 73424533 0 22040060 1 1,999 1.8 0 REG A R 201201 01/04/2012 09128/2011 01 73424533' 0 22040060 1 1,981 89 0, REG A R 201104 10/05/2011. 06/28/2011 01 73424533 0 22040060 1 1,892 40 0 REG A R 201103 07/04/2011 03/29/2011 01 73424533 0 22040060 1 1,852 15 0 REG A R 201102 04/06/20,11 12/30/2010 01 73424533 0 22040060 1 1;837 10 0 REG A R 201101 01/05/2011 10/12/2010 01 73424533 0 22040060 1 1,827 138 0 REG A R 201.004 10/2112010 07/06/201-0 01 73424533 0 22040060 1 1,689 36 0 REG A R 201003 07/09/2010 04/02/2010 01 73424533 0 22040060 1 1,653 4 0 REG A R 201002 0.4/1.4/2010 01/0712010, 01 73424533 0 22040060 1. 1,649 3 0 REG A R 201601 01/13/2010 10/01/2009 01 73424533. 0,22,040060 1 1,646 35 0 REG A R 200904 10/07/2009 07/07/2009' 01 73424533 0 22040060 5 1,611 30 1 REG E R 200903 07/31/2009 03l31/2009 01 73424533 0 22040060 1 1,581 5 0 REG A R 200902 06/29/2009 12/30/2008 01 73424533 0 22040060 1 1,576 9 0 REG A R 200804, 12/30/2008 09/30/2008 01 73424533 0 22040060 1 1,567 30 0 REG A R 200803 09/30/2008 L.../ j n�-y' t1� C- -:-. j c'o-t L n t f2 U r/ ,5Tc,�e6 e(I v f r o n m�n �� ��o�e4 V or) a -41100 00 �� i �t�s�on , C C cvb�c.. eef' 1-i®Lt � Ck Lu�oti c v c c n4 CCU 1 C� CL U EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 8/26/08 Septic Variances (flew): C. Mike Pimentel, JC Engineering, representing Izabel Marrero and Thays Fernandes, owners =`4�S_467Wran6iCiCiirrcle, Hy--qnn amp/Parcel 291- 221, a 0.30 acre lot, three variances requested for repair. Mike Pimental presented data. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the variances with the following conditions: a three- bedroom deed restriction shall be recorded at the Registry of Deeds. (Unanimously voted in favor.) f Stabmrt by Emall DE 'ir DATE: C FEE: C 1 + BARNSfABLEMASS. , ✓✓ REC. BY Jy�li SS� Town of Barnstable 1� SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Wayne A.Miller,M.D. Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address:_4 Saint Francis Circle Hyannis,MA 02601 Assessor's Map and Parcel Number: _Map 291.Parcel t iY Size of Lot:_0.30 acres(per asse--N Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: JC Engineering Inc Phone 508-273-0377 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Izabel Marrero and Thays Fernandes Name: JC En ineerin Inc. ` y s Address: 4 Saint Francis Circle Hyannis MA 02601 Address:2854 Cranberry Highway E. Wareham MA - :� Phone: S � Phone:_508-273-0377 4 VARIANCE FROM REGULATION (List Reg.) REASON FOR VARIANCE ` (May attach if more space needed) See Appedix A See Appendix A �- r NATURE OF WORK: House Addition O House Renovation ❑ Repair of Failed Septic;System X Checklist(to be completed:by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. 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 (forTitle 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 Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL �j C:\\Documents and Settings\\decollik\\Local Settings\\Temporary Internet Files\\OLKI\ —" �Ov \VARIREQ.DOC JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 APPENDIX A In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approvals are requested from 310 CMR 15.211: (1.) A 5.0'waiver(10.0' - 5.0') from the front property line to the leaching facility in order to maintain a minimum of 100' from the edge of wetland. (2.) A 5.0'waiver(10.0' - 5.0') from the water service line to the leaching facility due to site constraints. In accordance with the Town of Barnstible's policy dated November 15, 2005, the following local variance is requested: (1.) A 12.2' variance (100.0' - 87.8') for the setback from the existing septic tank to the edge of wetland due to site constraints. Exr st g Ouse. day Plan ' BR L KITCHEN BR LIVING ROOM UPPER LEVEL FINISHED STORAGE BASEMENT Q BR m � LOWER LEVEL FLOOR PLAN (NTS) Submit by Email HIGH GROUND-WATER LEVEL COMPUTATION Date: July 25, 2008 Site Location: 4 Saint Francis Circle, Hyannis, MA 02601 Permit: Owner: Izabel Marrero and Thays Fernandes Phone: Contractor: Capewide Enterprises Phone: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. (depth is in feet below land surface) Date: 7/21/08 13.0 mm yy reet below is STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: A) Appropriate index well A1W-230 B) Water-level range zone D STEP 3 Using monthly "Current Water Resources Conditions" determine current depth to water level for index well. 06/2008 22.89 mm/yy STEP 4 Using Table of Potential Water Level Rise for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment. 3.2 STEP 5 Estimate depth to high water by subtracting the water-level adjustment (STEP 4) from 9.8 measured depth to water level at site (STEP 1). NOTE* Tables 1-9 "Potential Water-Level Rise" are attached as worksheets to this file. monthly index well data: www.capecodcommission.org/wells.html v e Potential water-level rise, in feet,for use with Table 1 index well Barnstable A1W-230 WATER LEVEL ZONE A ZONE B ZONE C ZONE D ZONE E 20.5 0 0 0 0 0 20.6 0.1 0.1 0.1 0.1 0.2 20..7 0.1 0.1 0.2 0.3 0.3 .20.8 0,2 0.2 0.3 0.4 0.5 20.9 0.2 0.3 0.4 0.5 0.6 21 0.3 0.3 0.5 0.7 0.8 21.1 0.3 0.4 0.6 0.8 0.9 21.2 0.4 0.5 0.7 0.9 1.1 21.3 0.4 0.5 0.8 i.l 1.2 21.4 0.5 0.6, 0.9 . 1.2 1.4 21.5 0.5 0..7 1 1.3 1.5 21.6 0.6 0.7 1.1 1.5 1.7 21.7 0.6 0.8 1.2 1.6 1.8 21.8 0.7 .0.9 1.3 1.7 2 21.9 0.7 0.0 1.4 1.9 2.1 22 0.8 1 1.5 2 2.3 22.1 0.8 1.1 1.6 2.1 2.4 22.2 0.9 1.1 1.7 2.3 2.6 22.3 0.9 1.2 1.8 2.4 2.7 22.4 0 1.3 1.9 2.5 2.9 1.3 2 2.7 3 22.6 1.1 1.4 2.1 2.8 3.2 22.7 1.1 1.5 2.2 2.9 3.3 22.8 1.2 1.5 2.3 3.1 3.5 22.9 1..2 1.6 2.4 3.2 3.6 23 1.3 1.7 2.5 3.3 3.8 23.1 1.3 1.7 2.6 3.5 3.9 23.2 1.4 1.8 2..7 3.6 4.1 23.3 1.4 1.9 2.8 3.7 4.2 23.4 1..5 1.9 2.9 3.9 4.4 23.5 1.5 2 3 4 4.5 23.6 1.6 2.i. 3.1 4.1 4.7 23.7 1.6 2.1 .3.2 4.3 4.8 23.8 1.7 2.2 3.3 4.4 5 23.9 1.7 2.2.3 3.4 4.5 5.1 24 1.8 2.3 3.5 4.7 5.3 24.1 1.8 2.4 3.6 4.8 5 A 24.2 1.9 2.5 3.7 4.9 5.6 24.3 1.9 2.5 3.8 5.1 5.7 24.4 2 2.G 3.9 5.2 5.9 24.5 2 2.7 4 5.3 6 24.6 2.1 2.7 4.]. 5.5 6.2 24.7 2.1 2.8 4.2 5.6 6.3 24.8 2.2 2.9 1.3 5.7 6.5 I SENDER-COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY i ■ Complete items 1,2,and 3.Also.complete Sign item 4 if Restricted Delivery is desired. X ❑Agent o Print your name and address on the reverse97 ❑Addressee so that we.can return the card to you. c e b (Print �ame) C. Daat�of D ,yy e Attach this card to the back of the mailpiece, U l or on the front if space permits. D. Is delivery address 61ferent from item 11 ❑.Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Town of Barnstable, MA E 367 Main Street MA .02601 3. Service Type H ya n n I s, 1376ertified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Numbrfrom sei(Transfer from i 7005 3110 0002 8939 8752 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 r I UNITED STATES POSTAL SERVICE First-Class.Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • JC Engineering, Inc. 2854 Cranberry Highway East Wareharn, MA 02538-1314 I E SENDER: DELIVERY i E Complete items 1,2,and 3.Also complete A. SMA item 4 if Restricted Delivery is desired. i ❑Agent ■ Print your name and address on the reverseAddressee so that we can return the card to you. B. Received by(Printe ame) C. D e of elivory� ■ Attach this card to the back of the mailpiece, " � or on the front if space permits. � � D. Is delivery address different from item ?1❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 11'Mathusalem Madruga 5 Saint Francis Circle 3. Service Type Hyannis MA 02601 ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number i D0'S 31`.70 D'002 '8939 738 !yb( (Transfer from service " :' ap t PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1sao UNITED " • Sender: Please pri r name, address, and ZIP+4 in this boxJ C- • I+I I � I e .k SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION DELIVERY i ■ Complete items 1,2,and 3.Also complete . A. Si re item 4 if Restricted Delivery is desired. ' ❑Agent i ■ Print-your name and address on the reverse ❑Addressee so that we can return the card to you. R ceiv y( nn d Name) J,�—Dgof D try ■ Attach this card to the back of the mailpiece, or on the front if space permits. GGGsss"' D. Is delivery address different from item 1? 131Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No David A. & Janet C. Couture 94 Saint John Street 3. Service Type ' Hyannis, MA 02601 MCertified Mail ❑Express Mail l\ ❑Registered ❑Return Receipt for Merchandise ' ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number i (rransfer from service►a1 7005 3110 0002 8939 8783 $ON PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 i I I I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I I I I I • Sender: Please print your name, address, and ZIP+4 in this box • I I I I I JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538-1314 I I I U.S. Postal Service,M CER 6 LTJ 1,F5 I E Pj MAIlIP, RECEIPT Domestic1MaillOn/y;No Insurance1CoverageProvidedJ CFo1deli�e-qinformationavisit our�website at,www.usps.com� - - CO r ru C Ceiflffed Fee (Endorsement RequftQ C3 Fee .: Ln Thomas 1 )aintt,• Hyannis, MA 02601 �lor�lnslructions Certified Mail Provides. (asranay)��aunp'ppas w�sa a A mailing receipt a A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years Important Reminders. o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail& a Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee a Return Receipt may be requested to provide proof of delivery.To obtain Qum Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse maiipleoe"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. n For an additional fee, delivery may be restricted to the addressee or addressee's authorized a ent.Advise the clerk or mark the mailpiece with the endorsement"Restricted-Delivery". .k _ . . o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this-receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs: "" Ln ' p . N �. • A. Ir m , I � CO Poswoo $ ' p �>r•,�., ru Corded Fee SAP ®� p ~ pr � p Retum Receipt Fee (Endorsement Requlred) C p n Fe le (EnedotmteReeqryred) m o,.f.—rz r:.. Im , � vaPs im P- oarolyn Bobola --J,y..O ------ 24 Saint Francis Circle __._50N____._ Hyannis, MA 02601 Certified Mail Provides: o A mailing receipt (ew-ed)zooz eunr'ooec uuoi sd o A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Maile or Priority Mail®. a Certified Mail is not available for any class of international mail. n NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811 to the article and add applicable postage to cover the ce'fee.Endorse mailpieReturn Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted`De(fvery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. . IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs: ( 4 rr mom I ' EHA CO Postage $ ru p CeNBed Fee 4 M PoPosbnark O Retum Receipt Fee `\ H (;D (Endorsama Requred) M ReaMcted Dailvery Fee rr i (Endorseme.1 Required) Q� ' M Total Po_a}aeaR Pam It 5,3� 4SPS Ln O Richard & Pauline A. Holmes 46 Saint Francis Circle yannis, MA 02601 Certified Mail Provides: (-anad)Z00Zeunr'ooec-oziSdr a A mailing receipt n A unique identifier for your maiipiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Candied Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee a Return Receipt may be requested to provide proof of delivery.To obtain Refum Receipt seance,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is. required. d For an additional fee, delivery may be restricted to the addressee or addressee's authorized a 1ent.Advise the clerk or mark the mailpiece with the endorsement"RestrictedUefivery" a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this'receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs: -- Izabel Marrero and Thays Fernandes 4 Saint Francis Circle Hyannis,MA 02601 July 22, 2008 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Declaration of Authorization Dear Members of the Board: Let it be known that We, Izabel Marrero and Thays Fernandes, do hereby authorize JC Engineering, Inc. of East Wareham, MA 02538 to represent our interests regarding the upgrade of the sewage disposal system located at 4 Saint Francis Circle, Hyannis, MA in meetings both public and private. Sincerely, abel Marrero d Th ernandes P. JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 4t Ph. 508-273-0377—Fax 508-273-0367 MEETING NOTICE Dear Abutter: You are hereby notified that there will be a public meeting on Tuesday, August 26, 2008 at 3:00 PM in the Hearing Room in the Barnstable Town Hall, which is located at 367 Main Street, Hyannis, MA 02601. This meeting is to present variance requests associated with a Septic System Upgrade located at' �Sai� n��rancis Circle,,Hyannis',AMA. This project is ;necessary for the upgrade of an existing septic system. Due to site constraints, we are requesting the following local upgrade approvals and local variances: In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approvals are requested from 310CMR 15.211: (1.) A 5.0'waiver(I Off - 5.0') from the front property line to the leaching facility in order to maintain a minimum of 100' from the edge of wetland. (2.) A 5.0'waiver(10.0' - 5.0')from the water service line to the leaching facility due to site constraints. In accordance with the Town of Barnstable's policy dated November 1.5, 2005, the following local variance, is requested: (1.) A 12.2'variance (100.0' - 87.8') for the setback from the existing septic tank to the edge of wetland due to site constraints. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA Monday through Friday(excluding holidays)from 8:30 a.m. to 4:30 p.m. /JohnL. Churc y, r., P.E. ��� �C�_t -� _ `J JLC/mcp. JUL 291008 ' 4 Jce#1461 BARNSTABLE CONS-RVA�ION Jl .:-:ter.. ..._.._._ ..... .i. --------- -------- Engineering,Inc. - -# / r. ,��ts POsrgc 2854 Cranberry Highway ' y F East Wareham,Me 02538-1314 PoTNEV BOWES I 0 7005 3110 0022 8939 8752 0003327344 �Osg328 5 2 MAILED FROM ZIP CODE02538 Town'°of Barnstable, MA �cE�pT 367 Main Street -. ACTED Hyannis; MA 02601 v�Qv - ► i :itjit I ; }liF it ii; : i � �;� ; ii 't tt j_i4 =. s "' t r r .•. / i d OF - ..- a, Barnstable Assessing Search Results Page 1 of 3 OAK = Horne: Departments:Assessors Division: Property Assessment Search Results New Search Y����I`�' �" .:New Interactive Maps » Owner: 2008 Assessed Values: BAGLEY, EILEEN M 4 SAINT FRANCIS CIRCLE Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $ 122,100 $ 122,100 291 /225/ Extra Features: $ 15,800 $ 15,800 Outbuildings: $0 $0 Mailing Address Land Value: $ 146,200 $ 146,200 BAGLEY, EILEEN M MARRERO, IZABEL Totals $284,100 $284,100 418 HIGHBANK ROAD SOUTH YARMOUTH, MA. 02664 2008 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $56.08 Fire District Rates Town Barnstable FD-All Classes $2.04 $6.58 C.O.M.M.-All Classes $1.03 Commei Hyannis FD Tax(Residential) $434.67 Cotuit FD-All Classes $1.33 $5.80 Hyannis-Residential $1.53 Persona Town Tax(Residential) $ 1,869.38 Hyannis-Commercial $2.35 $5.80 Hyannis-Personal $2.35 Other R; W Barnstable-Residential $1.86 Commur W Barnstable-Commercial $1.86 W Barnstable-Personal $1.86 Total: $2,360.13 Construction Details Building Property Proeehrty gS detch AS BUILT Building value $ 122,100 Interior Floors Carpet Style Raised Ranch Interior Walls Drywall Model Residential Heat Fuel Gas Grade Average Heat Type Hot Air Stories 1 Story AC Type None -http://www.town.bamstable.ma.us/assessing/assess/displayparcelO8map.asp?mappar=2912... 8/25/2008 Barnstable Assessing Search Results Page 2 of 3 Exterior Walls Vinyl Siding Bedrooms 4 Bedrooms Roof Structure Gable/Hip Bathrooms 2 Full Roof Cover Asph/F GIs/Cmp living area 960 Replacement Cost $135638 Year Built 1984 Depreciation 10 Total Rooms 8 Rooms l 33 Land CODE 1010 Lot Size(Acres) 0.3 Appraised Value $ 146,200 AsBuilt Card N/A Assessed Value $ 146,200 4' View Interactive Maps > Sales History: Owner: Sale Date Book/Page: Sale Price: BAGLEY, EILEEN M Nov 7 2002 12:OOAM 15879/244 $258,000 LACERDA, GERALDO L&MARCIA F Oct 8 1999 12:OOAM 12593/200 $ 120,000 FOWLER, MARY A Feb 15 1995 12:OOAM 9560/151 $ 1 BARBOSA, CARLOS JR&FOWLER, M Feb 15 1990 12:OOAM 7077/069 $ 115,000 FRANCO, NICHOLAS D Feb 15 1990 12:OOAM 7077/068 $ 125,000 WALCUTT, MARK J&ROBERTA Nov 15 1986 12:OOAM 5385/062 $96,000 ELDREDGE,JAMES C Aug 15 1985 12:OOAM 4655/180 $72,900 DALEY, SEAN F 3255/86 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value BLA Bsmt Liv-Aver 700 $ 15,800 $ 15,800 Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) 'BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic Full Upper 2nd Story http://www.town.bamstable.ma.us/assessing/assess/displayparcel08map.asp?mappar=2912... 8/25/2008 Barnstable Assessing Search Results Page 3 of 3 FEP Enclosed Porch PTO Patio UUS (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess/displayparcel08map.asp?mappar=2912... 8/25/2008 Town of.Barnstable P# Department of Regulatory Services 1 .,�,OU13,s : Public Health Division Date to Ly_� ��i674•ass 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. S Suitability Assessment for Sewage Dis osal q, Performed By: O(C�nae` P(MenkA , EZI, CSC Witnessed By: LOCATION & GENERAL INFORMATION Location Address Owner's Name n•S lAkX _q kowt`L Address .l S�4 anT 1"a4,LQy <.inl c Assessor's Map/Parcel: 2 5 Engineer's Name e�Qom; Gk 4-v 'xs NEW CONMUCTION ( REPAIR Telephone# 5_aA 'A-0 Land Use 5 t nyle FaMA /'Tesfdowlt(«I -10 Y Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area 4`J ft Drinking Water Well I A ft q1 F . Drainage Way ft Property Line ( A Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See_ Aa,�� &(N eilkakke '` 5 ktc syskM C)fScrole_ `t d���d S�.iy 25 200 $ etcfed �� 5` t (� tn2e:u�� ,i LviC Parent material(geologic) Depth to Bedrock 7 $6 0 �3 S C i P t Depth to Groundwater. Standing Water in Hole: '- Weeping from Pit.Faee 156 bs 5 ( TP( Estimated Seasonal High Groundwater 1 (7•(o� y5s f T Q DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: C.C.C. ie6A, 0()TVn `t2-'0`i Depth Observed standing in obs.hole: _In. Depth to Sall mattlr's: in. Depth to weeping from side of obs.hole: /St4 in. Groundwater�Adjustment ft. Index Well# 2 tw-2°0Reading Date: G 1200 S Index Well level 22. • Adj.factor..:�..- Adj.Groundwater Leval,ig r PERCOLATION TEST Date -Z!-�� ThftIl:vswM Observation Hole# t Time at 9" r, � ,- Depth of Perc 0 86 Time at 6' Start Pre-soak Time @ 1 1%y3 p _ 'lime(9"-6") 1 .� End Pre-soak 53 Ah Rate MinJlnch L Z AJ Site.Suitability Assessment: Site Passed t S Site Failed:T— Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICVERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel 30-32 A L S IV.`>'r 3/t _ 32- `/8 10 Yf 5/8 'A--70 -Z }1 S 2. S Y e/, - - 70 CG M 5 2.5 /005 e" �arte5o cQlocs DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 2 _ Consistencv. /%Gravel) 10 i t -5/8 413-70 3-2 1-i 5 2.5y `'/e �a 12 C H S 2 5 Y"A. uorie6ot<ck ccl �s DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Qraygl) t Flood Insurance Rate May: Above 500 year flood boundary No— Yes Ll Within 500 year boundary No Yes Within 100 year flood boundary No ✓ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist,in all areas observed throughout the area proposed for the soil absorption system? %t 4!,5 _ If not,-what is the depth of naturally occurring pervious material? Certification I certify that on J0`2-7-f 2 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 7'2-5-08 Q:\.SEPTICVERCFORM.DOC � l Town of.Barnstable P# Department of Regulatory Services ereet8, Public Health Division Date KAM. s6Jp. �e� 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. S Suitability Assessment for Sewage Dis osal 0 U Performed By: t4 t Aae` [i¢yt eta�2 E i ( CSC Witnessed By: 1!eA Of LOCATION & GENERAL INFORMATION Location Address Owner's Name rtvii Address .� SnranT ��✓�+1�ay Lin(c Assessor's Map/Parcel: Z2 Engineer's Name eq Pq,,,;;_,,L NEW CONSTRUCTION REPAIR Telephone# 56,� Land Use 3tngle Eami17 / esPdxnFlul Slopes(%) ^I0 Surface Stones tT Distances from: Open Water Body Possible Wet Area 5 ft Drinking Water Well ft � b Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See A � f�cr e(Ikskke-A i` 5e.1►V e Sys Ufscaole_ dz.:1;e_d SU.iy 2512-00.8 ) efgcfea �07 gc t�52r►�e�un t LVLC , Parent material(geologic) O'`kt"as ti Depth to Bedrock 7 1,51(0 Depth to Groundwater. Standing Water in Hole: Weeping from Plt Race 1 5 6"OS 5 zP Estimated Seasonal High Groundwater 1 1?•(a' (T e t) DETERARNATION FOR SEASONAL HIGH WATER TABLE Method Used: C•C.C. Te k.Rulltotvi r1t-uat _ Depth Observed standing in obs.hole: — _in, Depth to soil mettles: in, Depth to weeping from side of obs.hole: / -(o In, groundwater Adjuattrtent 3 fc , Index Well# �i�-2'0Reading Date: G 12�u g Index Well level 22,$ Add,factor S.7- Adj.amundwater Level„ PERCOLATION TEST Date 1-2128 'fltne(L yl oq Observation .. Time at V, Hole# -^------- ------ a q -. Depth of Perc 70 Time at 6' Start Pre-soak Time @ I I,-V5 A H _-- Time(9"-V) End Pre-soak 1[-53 An Rate MinJlnch 2' Site.Suitability Assessment Site Passed 5 A Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\.SEPTICtPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis e c Gravel) 10 Y( 5/8 — — y8-yo - 70 t✓ M 5 2-5 Y "ho — /vn5 e' vane64" catecs DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsistenc %Gravel) 30..-32 A 1-5 IUYr °'/I — 32-Y$ S 10 i t 5/8 _ 70 -1&2 e N S 2 5 f trase' va(t ted ccl irS DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistene o Gravel } DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color aeoil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Ora F Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? `t C-3 _— If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 7-Z5-08 Q:\.SEPTICIPERCFORM.DOC F2 0 1+ 09 No. .d�U ®q �IJS. a. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ppricatiou for 30iq&gar *pgtem Con.5tructiou Perron Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) [:].Complete System ❑Individual Components Location Address or Lot No. �.�(� C-%CL ` Owner's Name,Address,and Tel.No. 1-LAIZ C,\ V\t rrecv } �y a 1\ \ Assessor's Map/Parcel Installer's Name,Address,and Tel.No. C�'Q Designer's Name,Address and Tel.No. JG n T4\(, 90 12)o,c 5b%-LA `` -`A0Z$ Type of Building: Dwelling No.of Bedrooms �� Lot Size -13 C)U%} sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 t, Design Flow(min.required) ) � gpd Design flow provided 3yZ° gpd Plan Date n, '��' 2-Oa Number of sheets Revision Date Title y -Zk' k\-st`\n (�, -.) , 1 Size of Septic Tank �A - 2� Type of S.A.S. �"� ' U\,C-�-LA Description of Soil _ :5 Cl &(N Nature of Repairs or Alterations(Answer when applicable) t :> AA)6x f\t-\ SRS Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed `� Date - 9; Application Approved by 4., Date — `d Application Disapproved by: Date for the following reasons Permit No. ,r�-00 V Date Issued 10 ———————————————--—————— ——- -ttn.:«�r'^•l/y4r a...��•y �trh.�`tr:t�)�. LIA No. O O t� V5 t 1 k Fee x THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application fora gpogar 6p5tem Con0truction Permit _Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components ~ - Location Address or Lot No. L\ p 11L kez C ( 1 Owner's Name,Address,and Tel.No. A .M r C,0 � A'ssessor's Map/Parcel r, r- A. +$ t to M Installer's Name,Address,and Tel.No.� x CW'd C � GC k� (� � Q �` Designer's Name,Address and Tel.No. - \�Z� �V ��� ��� a - Z U�� Ct bn�l faVtA�rh 1J•�(s 4 03`1'1 as� t�G�g\ta1,. 1 Type of Building: Dwelling No.of Bedrooms Lot Size ► sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) x Other Fixtures r Design Flow(min.required) gpd Design flow provided 342 11 gpd Plan Date � Z`� Z OL% Number of sheets Revision Date J Size'of Septic Tank o 03 �,VA t1o� Type of S.A.S.� � a\\k(k y �rt-�rT rV c, v c(S Description of Soil ce e & C'' e ^Nature of Repairs or Alterations(Answer when,applicable) ca 1C\ t OA } Date last inspected:,,-" x: f' ' Agreement: �, r -,. ,The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in -�,,,,a o'rdance with the provisions of,Tire 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 1 r) - �6 Application Approved by Date "k Application Disapproved by: ( Date for the-following reasons Permit No. -7 60 y - Date Issued 10 .d —— ——---- THE COMMONWEALTH OF MASSACHUSETTS '* BARNSTABLE, MASSACHUSETTS .•- Certificate of Compliance _ THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ,c ) Upgraded ( ) Ab nd'oned( )byG.nPIu��G�Q ���C.���'•Scj ,l at 43S6,y, &A r', C, Lkc UTr has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 200 -I u U`7 dated (V ?-0 b Installer P uo 1& c 5 Designer e #bedrooms Approved design flow / g"d The issuance of this permit shall not b constr d as a guarantee that the system I fun do as desi ne . , R5 Date Inspector /J / O / ------- ------------------- l-------//qe—��---- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS =igpoal *pgtPM Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at C- h j and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by s, 1 owri of 1iarnstable I ' Regulatory, Seryices I„ jute, T4onaas F.Geiler; Dilrictor I j MARS I ' I I , 163 1 ! ( !Yublic Health bivllsion ,Thomis McKean; Director ! I: 12OU Main Street,Hyannis MAi 02f oI ! } I t I I r! `# Office; 508-8f = �� Aiy44 Fax 50 - 91)-431.4 ` f i it Insta er & Desi er,C; r tail i, z 7 i I• i , , I ; ! � � r t i + � �f Date. 1.� 27`�-1 'fj ! yy� I � S I ,• , i � 1 i � ! , �� I I j s 7 j Designer: _.L!1,5 (1e-eri(1�, ,� (�f(' - Installer: l..t F,f�µd f ii Address: Ld k �dC�n� c(i r Y k} Addjross; ".�...0 k,3� U71 W ISSUCd a permit to install a { + I li (dat i ' (installer) � septic system at I `� Xx!�i� ►(Caul C:�rc . . .� based on`a design drawn by (address) ; -l(v'7. C.. i dated I _y I ccrtif that thic se,tir, s 5tem retf'ere I i It Y 1? y nced'abovefwas installed substantially according to t the design; wtiich may include minor approved changes su�h �s lateral relocation of tkic dishibutioh box and/or septic tank. I° I certify that the septic system referenced abbvd w6s installed With major changes (;:.�.. greater thdn 10' lateral relocation of the SAS or-'any yerticai, relocation of any componera I of thesepGic systerr<) but ins accordance with State &II,ocal Regulatiaris. 1'lart revision i�r i(({{ certified as-built by:designer to follow 15 i a ' all 5�,S l,t1 Iff i I! r i I tit„7; ( G91gT1 is 1 G') j �, fi eS1$i1Rr'S! rip Iiert;)T # E�. $ 1 �� � i , i j 11 w , ; ' TO HARNST�IBL)� I I BLI T h S CE • FICA"r.r OF C L C E . ILL —BUILT C THE D IQN. R.A.THANKYOU I I 1 ii Q: Health/Septic/ esi} ter Certification Fortri I . i :i 0 'd � L9z'0• 2LZ a0S, j ON I Z133N I bh130t Wd V0: 20 SOOZ-LZ-100 T:.. ..: DEED RESTRICTION WHEREAS,T A s Fuv►w„d�s �•+d =zaL. mafrc�0 (owners name) of H S 4111T ^( GiS Gi (address) MA is the owner of N. (address) - Ibcated at inn; MA (hereinafter referred to as y S�i r J. c; and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry of � • Deeds in Plan Book 3 8 , Page '3 2. Or on Land Court Plan Number. WHEREAS, T!k faryg%1Ac� —"j -.roel Marrero as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number.of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State.Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as apre-condition to ,granting a disposal works construction permit for septic system in compliance with 310 CMR 15.200; State Environmental Code, Title V,. Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the'issuance of a building permit for the construction of a-single family home on this property, is requiring that the agreement for the"restriction on the number of bedrooms in any house constructed on the lot be put-on record with the Barnstable County Registry of Deeds by recording this document, deedr NOW, THEREFORE n irli "L89H �eY,nss Aid 2Z�+b�l Mor does hereby place'the (owners name) following restriction cn his above-referenced land in accordance with his agreement with the.TOwad Barnstable Board of H whief--estrte terl- ff run with the land and be binding upon all•successors in title: (address) . may have constructed upon the lot a house.containing no more than•r�%rf_<. (3) bedrooms. hays 0c(nawJes a-i 2Z4f a( Ma ce,ry agrees that this shall be-permanent deed (owner's name) restriction affecting 1DT i I A located on.W 54,4T-F s c.c rcl a MA, and being shown on the plan recorded in Plan-Book 3 8i , Paged 9— L Or on Land Court Plan For title of see the following deed: Book Z 3 o S 1. , Page 14 . Or Land Court Certificate of Title Number Exe ted w sled instrument _60) day of _ Ow signature , 0 ner's gna ur Owner's signature COMMONWEALTH OF MASSACHUSETTS he�'n,�4Al CS ss 920 OE Then pe sonal pe red the above-na d ej known to me to be the person who executed the f egoing instrument-and acknowle ed -the same to bey fro a d e , before me, C _U7 Notary DAWN L.CORCORAN Public Notary Public My commission expires: Commonvreaith of musacbmtts my commission Eqlms S/2/2011 (date) aua: TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE 11:MINIMUM STANDARDS FOR HUMAN HABITATION Date _ Owner Tenant Address Address Compliance Remarks or Regulation# Yes No Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities i 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural V\ Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTCT�ION9ED OCT 2 4 2002 TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION _ Property Address: 4 Saint Francis Circle L P Hyannis. MA 02601 Owner's Name: Geraldo Lacerda Owner's Address: Same Date of Inspection: October 2, 2002 MAP Name of Inspector:(Please Print) James M. Ford Z J Company Name: James M. Ford PARCEL Mailing Address: P.O.Box 49 LOT Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes N urther Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: October 7 2002 The system inspector shall sub a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 4 Saint Francis Circle Hyannis, MA Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: I One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 4 Saint Francis Circle Hyannis, AM Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment; Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 4 Saint Francis Circle Hyannis, MA Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 D. System Failure Criteria applicable to all systems: You must indicate either`yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped— ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone I of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either`yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 4 Saint Francis Circle Hyannis, MA Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 Check if the following have been done: You must indicate`yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ _ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS,located on site? ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 4 Saint Francis Circle Hyannis, MA Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 4 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): end Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Never pumped-per owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: Qallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Nov. 10199-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 4 Saint Francis Circle Hyannis, AM Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron 40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 20" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1000 gal. (H-10) Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle: 28" Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 10" Distance from bottom of scum to bottom of outlet tee or baffle: 8" How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There were no signs of leakage. The tank is H-10 and is under the end of the driveway. Recommend not parking above the tank. Recommend pumping. The cover was to grade. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle:. Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 4 Saint Francis Circle Hyannis, M4 Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level and clean. No solids were present. There were no signs of backup or failure from the leach field. PUMP CHAMBER: ✓ (locate on site plan) Pumps in working order(yes or no): . Yes Alarms in working order(yes or no) Yes Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): The liquid level was normal. The pumps and alarm were working. The cover was approximately 1"below grade. 8 Page 9 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 4 Saint Francis Circle Hyannis, AM Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length ✓ leaching fields,number,dimensions: 10'x 45'6"(per as built card) overflow cesspool,number: ` Innovative/altemative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The leach field was located, but not dug up. There were no signs offailure in the D-Box. The bottom to grade was approximately 3'6" CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan). Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 4 Saint Francis Circle Hyannis, MA Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. A B are , r a 13 IN 3o !0 , 3 3'7 V 10 Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 4 Saint Francis Circle Hyannis, MA Owner: Geraldo Lacerda Date of Inspection: October 2, 2002 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 11' +/- feet Please indicate (check)all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours mans Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom of the leach field to grade was approximately 3'6': Using the Barnstable topographic map and the Cape Cod Commission water contours maps, the maps were showing approximately 11'+/-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. 11 TOWN OF B:AMSTABLE LOC ` r q ATION S/J11/17 Ati(,1S SEWAGE # 9" Qr/ VILLAGE 14.114nnI ASSESSOR'S MAP & LOTa9 I" A45 INSTALLER'S NAME& PHONE NO. SEPTIC TANK CAPACITY l M GA r S:r" I«1b G,J LEACHING FACILITY: (type) c—. (size) /0 X NO. OF BEDROOMS 3 ) BUILDER OR OWNER Gc.rA� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leachin facility)_,_„ JJ Feet Furnished by r � a A I f V / !C * O �t V J. w r TOWN OF BARNSTABLE .L G_ C,� L.00 TIG�v'; �R 4'" t:t SEWAGE # / VILLAGE d A ASSESSOR'S MAP & LOT,2?I - 216 INSTALLER'S NAME&PHONE NO.Za 7 7—L 92 7 SEPTIC TANK CAPACITY 16 I LEACHING FACILITY: (type)4 /"t d/ (size) � d NO.OF BEDROOMS I— '� BUILDER OR OWNER PERMTTDATE: 7(���5' �!' —COMPLIANCE-DATE:/< r- ID CI r 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 leaching facility) Feet Furnished by g ti i �1 -1 No. r;`_`-`' ► Fee $5 / / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓✓✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0(pplication for Mizpaal *p!Aem Cow5truction Permit Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components ocation Address or Lot No. Owner's Name,Address and Tel.No. St . Francis Circle , Hyannis Mary Fowler Assessor's Map/Parcel Installer's Name,Address,and Tel.No., Designer's Name,Address and Tel.No. Wm. E . Robinson Septic Service B J Young P 0 Box 1089, Centerville Box 1539, Dennisport 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 1 Nature of Repairs or Alterations(Answer when applicable) T it le—5 leach to the plans of B J Young. 1)Fq^ INSTALI A EER MU ME ISE SYSTEM pu'10 GERTiFy IN Date last inspected: ACCOR TO PLft I ALLEp N w STRICT Agreement: b 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 by th' Bo d of Healt Signe Date 0 E�-g Application Approved by Date Application Disapproved for the following reaso Permit No. "'�' Date Issued NO. � .� � � Fee $5 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,.'MASSACHUSETTS ,. k Application for �Dt5paal *pMem Co Mruction Permit Application for a Permit to Construct( )Repair� )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components ocation Address or Lot No. Owner's Name,Address and Tel.No. !� St . Francis Circle, Hyannis Mary Fowler �. Assessor's Map/Parcel ( Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E . Robinson Septic Service B J Young P 0 Box 1089, Centerville j BDx 1539, Dennisport Type of Building: Dwelling No.of Bedrooms _ Lot Size q. ft. Garbage Grinder( ) - -- -Other Type of Building No.o�ers ns_ Showers( ) Cafeteria( ) Other Fixtures R - Design Flow gallons per day. 'Calculated daily flow gallons. ' % Plan Date Number of sheets Revision Date r w. { Title.. Size of Septic Tank } Type of S.A.S. 1 L Descripiion ofj�,oil `( Nature of Repairs or Alterations(Answer when applicable) T itle-5 leach to the plans 3 Pof B J Young. 4 1 'Date last inspected: Agreement: ti 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 by th's Boprd of Healt . Signe n,� ` 1 Date/0-65 4 Application Approved by 1"�/� 11 Date 'r Application Disapproved for the following reasorO_=,_,__�� Permit No. Date Issued J THE COMMONWEALTH OF MASSACHUSETTS Fowler BARNSTABLE, MASSACHUSETTS Certificate of-Compliance THIS IS TO CERTIFY, that the On-site Sewage Djs osal System Constructed( )Repaired(X )Upgraded( ) Aban�omgd( �;by Wm. E. Robinson Septi Service atS"t rands 1rC e, yannls h e constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Wm. E. Rob ins on ,S r. —":,/ . ,Designer B. Jo( to g „ r" The issuance of this permit shall not be cons ued as aguarantee that the system will function as designe? Date 11 — 10 Inspector Q . No. Fee .P v THE COMMONWEALTH OF MASSACHUSETTS FowlerPUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwt5poOar *pgtem Construction Permit Permission is hereby ranted to Construct( 6$epaij( X)i,T rade( )Abandon( ) System located at & St. Francis 1 c e , riri�ann1S 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 mu t be co ' leted within three years of the date of thispermit. Date: Approved by I f h!r i Bernard J. Young, P.E. REGISTERED PROFESSIONAL ENGINEER P.0.Box 1539 DENNISPORT, MASS 02639-5539 508-394-1960 November 10, 1999 Attn: JerryDunning g Public Health Division Town of Barnstable 367 Main Street Hyannis,MA 02601 RE: 4 St. Francis Circle Lot#11 Map/Parcel 291/225 Dear Jerry: Please be advised that I inspected the installed system referenced above prior to backfilling on November 9, 1999. As a result of these inspections I believe the installation meets the requirements of 310CMR15 and the approved plan. Sincerely, Bernar . Young,P.E. OF1HE Tp� DATE: p „ FEE * BAMSTABLE• : Sj l y MASS. qj 1639• REC. BY A'E°3�A Town of Barnstable SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 ®RaMD �iOffice: 508-790-6265 S. �dFAX: 508-790-6304 M.S.P I�M.D. '�VARIANCE REQUEST FORM 99LOCATIONr`�Property Address: S ;z A n/C-a 5 Q 2 C,t,0 �'4 . Assessor's Map and Parcel Number: 9/ — Z S Size of Lot: 3 Wetlands Within 300 Ft. Yes V Subdivision Name: alvn141•1 &r) No Business Name: /✓.g. APPLICANT CONTACT PERSON Name: 174,92y OWL c✓2 Name: Jje10,/VA/LO J, 106, Address: S j. I-1a,0 l/C"S 61a&L-o, Address: /00 &Q,11�1 /532 . C->4/11/1St-U Phone: Phone: FAX: ILIA FAX: 1V-A VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) .3/6OMe,JS. 7-/i D,STi9NCIc3 Goi✓si2io,niB� l�Y ���STiry�j 7G ,CIROPc2ZY kl"tC C, i c/"/S 3/Q CMR/S. /L-); l3)(-) 1 HY000 —c,r Z�e7�2s 41A,4/CVV vF G✓ic ar 6 WA 1-&A?- eyLL— Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor 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 variances 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 �oFIME, Town of Barnstable o� w Board of Health HARNsm3u. MASS S. ,0g 367 Main Street, Hyannis MA 02601 it Office: 508-8624644 Susan G.Rask,R.S. FAY: 508-775-3344 Ralph A.Murphy,M.D. Sumner Kaufman,MSPH September 30, 1999 Patrick Butler, Esquire Box 1630 Hyannis, MA 02601 RE: Mary Fowler, 4 St. Francis Circle, Hyannis A=291-225 Dear Mr. Butler: You are granted variances on behalf of your client, Mary Fowler, to upgrade the septic system at 4 St. Francis Circle, Hyannis. The variances granted are as follows: • 310 CMR 15.103 (3) (c) 1: To construct a soil absorption system four (4) feet above the maximum adjusted groundwater table in lieu of the five feet minimum separation required. • 310 CMR 15.211: To construct a soil absorption system less than ten (10) feet away from the properly line. These variances are granted with the following conditions: (1) The septic system plans shall be revised by a professional engineer or sanitarian to show a pump chamber and at least a four (4) feet separation distance betwee the proposed soil absorption system and the maximum adjusted groundwater table. (The plans dated September 20, 1999 were disapproved by the Board of Health). (2) The septic system shall be constructed in strict accordance with the revised plans. fowler d (3) The designing engineer shall supervise the construction of the pump chamber and soil absorption system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the revised plans. These variances are granted because the existing leaching field facility which is, at times, sitting in the groundwater table. Therefore, the new leaching facility may alleviate a source of pollution to the groundwater table. Sincerely yours, =a�dsk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs fowler AA TOWN OF BARNSTABLE � C LOCATION G� S i �R 4 SEWAGE # VILLAG ASSESSOR'S MAP & LOTarI! - 22 -- INSTALLER'S.NAME&PHONE NO. 20 �i .�n.3 -;7 22 7 SEPTIC TANK CAPACITY 14 LEACHING FACILITY: (type)4 (size) r0—��•S"�i NO.OF BEDROOMS 3- BUILDER OR OWNER )Ptr�LA , PERMITDATE: l6—/2- 1l 41) COMPLIANCE DATE://'' 10 cI Separation Distance Between the: , Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and LeachineFacility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by C fQ September 22, 1999 10:51 AM From: BERNARD J.YOUNG, P.E. Fax#: (508)394-1960 Page 2 of 4 Bernard J. Young,P.E. REGISTERED PROFESSIONAL ENGINEER P. O. Box 1539 Dennisport, MA 02639-5539 508-394-1960 September 22, 1999 By Fax to :771-8079 Mary Fowler 4 St. Francis Circle Hyannis, MA 02601 Re: #4 St. Francis Circle Hyannis Dear Mary: As I stated before, I am unable to attend the hearing September 28, 1999. The following comments about the proposed design may be read into the record as you see fit. The original permit 83-1153 was granted on or about September, 1983, based on a plan by Doyle Associates. A soil test was conducted on August 17, 1983 found water at elevation 28.0. The,design incorporated a flow diffusor field with bottom elevation 5.0 feet above the groundwater found at the time of the soil test. (At this time, a soil absorption system was only required to be 4.0 feet above the groundwater level.) The USGS groundwater adjustment was not widely used at this time, and was not applied. I have obtained the index well readings for August, 1983 and computed an adjustment to the August 17, 1983 test of 4.4', placing the estimated probable high groundwater level at elevation 32.4. I also took a monitoring well observation of groundwater level on September 8, 1999, which was 25.23. The groundwater adjustment, based on the August 27, 1999 index well is 6.3', placing the estimated probable high groundwater level at elevation 32.46. That this is so close to the adjusted level of August 1983 supports the general validity of the adjustment procedure; however, it is September 22, 1999 10:51 AM From: BERNARD J. YOUNG, P.E. Fax#: (508)394-1960 Page 3 of 4 eJ + much closer than I would have expected, based on my experience, and is partly due to coincidence. The original diffusor field was 6' wide, and just met the setback requirements of 20' from the foundation and 10' from the property line. Facing the limited front yard depth, the need to design for 3 bedrooms, the increased leaching area requirements of the 1995 Code, and the local restriction against using sidewall area in computing leaching capacity near a wetland, a property line variance of 5 feet is requested from the 3l0CMR15.211 requirement of 10 feet. There is no environmental concern associated with such a variance request. The remaining design issue to be faced is the required separation of 5' between the adjusted groundwater level and the bottom of the soil absorption system. As stated above, in 1983 a groundwater adjustment was not required. Had it been required, the sewer invert leaving the house would have been 3.4 feet higher(4.4' for the adjustment, less one foot because the 1983 design exceed the 4' separation from groundwater by 1'). It is possible to raise the existing invert 2.5 , placing it approximately 6"below the top of the foundation and just below the existing grade. While it is not desirable to have a sewer this close to the surface, it has been known to function satisfactorily. I have designed a nevv system based on raising the sever the maximum feasible amount, and having a capacity of 330 gallons per day. The resulting design elevation of the bottom of the soil absorption system is 35.04', or 2.58 feet above the adjusted groundwater elevation. This design requires a variance. The variance requested is from the groundwater adjustment. This is different than requesting a variance from the groundwater level, and is requested bearing in mind the altered hydrology in the vicinity. The adjustment for this site is based on the Barnstable monitoring well AIW230 located at the southerly corner of the Barnstable Municipal Airport, 1.5 miles ENE of the St. Francis Circle. There are numerous public water supply wells to the south and to the north of AIW230. St. Francis Circle lies 0.5 mile south of the Barnstable Sewage Treatment Plant. Recharge from this plant and storm water runoff due to development in the area is known to have altered the hydrology. The subdivision plan of November, 1961 places the pond 180 feet north of the road layout. Currently the pond is approximately 130 feet north of the road layout. Dozens of mature pitch pine trees have died as a result of the rising water table. The 6.3 foot water table adjustment required by 310CMR15.103(3)cl is based upon an observation well surrounded by water supply wells. These wells September 22, 1999 10:51 AM From: BERNARD J. YOUNG, P.E. Fax#: (508)394-1960 Page 4 of 4 tr _ remove large amounts of water to meet the needs of the increased seasonal population and increased demands for irrigation. A portion of that water is recharged immediately upstream of St. Francis Circle. It is unreasonable to impose the full 6.3 foot water table adjustment which is based on a well with artificially depressed water elevations to a site with artificially elevated water table elevations. The maximum feasible adjustment for designing this repair system, given the location of the house and other regulations, is 3.8 feet. Accordingly, a 2.5 foot variance is requested which would provide 5.0 foot separation between the adjusted water table and the bottom of the soil absorption system. To look at the matter another way, the bottom of the soil absorption system is 8.88 feet above the level I measured on site September 8, 1999. The water table could rise another 3.8 feet and still exceed the protection a 5' separation affords by 0.08 feet. At 310CMR15:002 Definitions, High Groundwater Elevation is "The elevation above which in eight out of ten consecutive years the goundwater does not rise." Accordingly, even if the groundwater level were to rise more than 3.88 feet twice in the next ten years, the design would still meet the groundwater separation requirements of 310CMR15. I hope that this information will be useful to you and your representative at the hearing. You are welcome to call me through Friday is any point needs clarification. Sincerely, Bernard J. Young, P.E. L'O C A T I SEWAGE PERMIT NO. Jt !PILLAGE r IN A LE I NAME i ADDRESS B U I L D E R OR OWNER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED ��_ � A i ;� rl W i r r Fes$ +NO .r��S- . . ... ...�.. ..... THE COMMONWEALTH.0F MASSACHUSETTS BOARD O MEAL H .-.........OF....... .... :..... .. ......... .......................:.. Appliration for Disposal Works Tonstrurfuaaa 11amit Application is hereby made for a Permit.to Construct f?<) or Repair ( ) an Individual Sewage Disposal Systemat--......_...................................................................... ...... Z . _... ----------------------- Location ..... --Address or Lot ko. _.. ._.. Owner Address ...._... �.. ........................ ...... ........... .............................................. Installer 1. Address Type of Building Size Lot-/,. ...Sq. feet Dwelling—No. of Bedrooms............ ...................Expansion Attic ( ) Garb ge Grinder ( ) P4 Other—Type of Building hJj"..O......... No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures .----•------------------------------------------ W Design Flow............. Z.V................gallons per person per day. Total daily flow----....... _ ............gallons. WSeptic Tank—Liquid'capacity/eM.gallons Length _._Z.-_. Width._%_../0... Diameter................ Depth.,S.&Y. x Disposal Trench—No..................... Width.................... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date....................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..--.................--. �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.---.................... P4 -•••----•-••-------------------------••--...--••-----•--------------•-•-•-------•-------•-----_....----......--•--•----••------._......_--•-- .....--.--•-- ODescription of Soil................................................................................................................................................-......................... V W ..................................-..................................................................................................................................................................... V Nature of Repairs or Alterations—Answer when applicable....................................:........................................................... --------------------••------•-------------............................................................................................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance h been i the board of ealth. lgn -- ••--• . ... ...------ ------ -- ........ aApplicatio Approved B ......-•--- .... ....... ---- -• - ----� --. ate Applica • n is _ rove r e following reasons:...............................................----•-----------------------•-------------------•-----•--------- ........•----- 1- ---- ...........................................--.............................................................................................................................. Date PermitNo.................. '... --------------- Issued....................................................... Date l � ' I 1 FEE............. ..'". THE COMMONWEALTH OF�MASSACHUSETTS BOAR® O I-IE ApplirFatiun for Disposal Murks Tonutrurtiun Frrutit Application is hereby made for a Permit to Construct) or Repair ( ) an Individual Sewage Disposal System at: ................_................................................................................ •-• •--• -•--- ....... ---- " --•--• Location-Address ISO... Owner Address W t a Installer Address S feet Type of Building Size Lot .___.�.--------------- Dwelling q. —No. of Bedrooms......................... __._______Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building �tJCry No. of persons............................ Showers Pk YP g -------------------•------•• .--- ---------- ( ) — Cafeteria ( ) Otherfixtures --------•-----------------------------•--- ------------------------------------------« Design Flow............_�.�..�f ................gallons per person,��..PPer��ay. Total ailyy flow.......... .0....._..�.$;� s. W Septic Tank—Liquid capacit/ .gallons Length:c'�f... ..a. Width....!��F. Diameter______________. Depth J:_: r- x Disposal Trench—No.................... Width.................... Total Length.................... Total leaching area____:___.._.__.___._sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-----------------------------=............................................ Date........................................ Test Pit No. I________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ fi, Test Pit No. 2---------- minutes per inch Depth of Test Pit____________________ Depth to ground water........................ Pa' -. ODescription of Soil.......... ............•--•---....._.._........---.._...--------------•---•---•------------------------------------•----------------------------•--•-•-•...........•--- U .________________�_-_._____._____ __._._...___._.________________________________...__._.___._______.______._._________._..__.____________.___._____._..____.__..__...__.......__...___..._____ W .... UNature of Repairs or Alterations—Answer when applicable............................................................................................... ------------------------------------•-------------------------------------------------------------------•--------------------------------------------------------------------------------•-•••----•--•-• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the sy tem in operation until a Certificate of Compliance h been is the of I lth. grie ............ . ... . ::...--•-•----•..._. _........ . ........... ....... . .- -- Application Approve e �t ate Application Disappr ' d 11� owing reasons: .................................. ...--•-•--•-•--.....-•---•-•---•-----••---------•---------------.._.........•-•---......................................................Date------•-••-••. PermitNo........................................................ Issued....................................................... Date E s THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.............................................................._...................... Trrfif iratr of Tontplitanrr TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired ( ) by f A ....... I nsta er .................................'a- ---------------•------• ------------------------ has been installed in accordance with the provisions of TIfy 5 of The State Sanitary Code a�es bed in the application for Disposal Works Construction Permit No._ ._._..___. dated._.�_ ___� ___._._.._.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SA�TJSFACTORY. /1 `�'f7` - r DATE......-----•...............'------•---•----....------.._.........-•--•-....__. Inspector.....__...... ---4__e THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . 1�� OF..................................................................................... "u No ... FEE..--.-5.... ........... t . �iu� or�u C�onn�rnr�ion rrnti� Permission is h eby grante _._=_ :............................... .c--: . ._ . to Construct r Re air p ( Indililual Sewage D• posal�,- stem atNo... :... �,1.41t.C. ... ............ r------------------------•----....-----------------------•---•-•--........ Street as shown on the application for Disposal Works Constru io P ....... ......... Dated.......................................... /� ----- _ � " --•-• --•--- -••-----•--- ------...................................................... Board of Health DATE...............••------------••-••------•-------••-•-----•-••--•----- FORAM 1255 HOBBS & WARREN. INC.. PUBLISHERS DOYLE' ENGINEERING ASSOCIATES, INC. 47 MORIN AVENUE FALMOUTH,MASSACHUSETTS 02536 TELEPHONE 617.540-4411 JOHN P.DOYLE,R.L.S. JOHN P.DOYLE III STEPHEN J.DOYLE August 1 , 1985 Town Of Barnstable Health Department Torn Hall Hyannis, Ma 02601 ATTN: John Kelly Dear Mr. Kelly., This is to Certify that the house and septic system on lot #11 St. Francis Circle Hyannis, Ma., has been constructed and installed per the town of Barnstable Health Department regulations and conforms to Title V of the Massachesetts Sanitary Code. Ve Truly Yours, John Daq�e L.S. ASSOC. INC. JPD:ers ZN OF 7`s WILLIAM LIEBERM P�ZH OF MgSSgCy A ,Q &o. 23971 o JOJiN G IS NG��``� o PFiTBICN ►1 OVAL 98?8 O �FO/STE��OQ` SURVEY n LOC_QT 1.O-N 5F-W-- A_C,E_P_E.R-M:IT M 0.. H-9 r-- 'I Ala �.0 - D A- E-CO M.P-L-I-Q,.t�l r s clj 4 1w• f:_ No.......c:4, 6--. Fz��....,� ..............- THE COMMONWEALTH OF MASSACHUSETTS B O A R D �:R>.��.� t-B� T H . �Pa1LL........ -- OF.......-. - �� ..................... , �/— Apphration -for Diopooal Marko Tottotrurtion Vrruift S � Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .•..--•----- ..... O --- � - --.----•-__ �\ Location-Ad ress or Lot No. =Ownef , A � �firess I istaller Address Q Type of Building Size Lot.../�C1.0. ---Sq. feet U 01 Dwelling—No. of Bedrooms------------------:3---------------.-----Expansion Attic 4_�_ Garbage Grinder 4 — Aq Other—Type of Building .____.__._\_________________ No. of persons Showers (— Cafeteria--( )- Q' Other fiat s -------------------------------- - W Design Flow............ _ _____________________gallons per person per day. Total daily flow.._.......c?rd__:___-_._-_- -------- 9 Septic Tank—Liquid capacity-/16_6-gallons Length---------------- Width................ Diameter---------------- Depth................ xDisposal Trench—No. .................... Width-------------------- Total Length-------------------- Total leaching area.-------_-----------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inle ____ Total leaching area---_--.---_.-_._sq. it. z Other Distribution box ( ) Dosing to k ( ) • � �On• }I? tFA".,P Percolation Test Results Performed by.--- GLfd_......�......../11j�0_ te---------------------------------------- Test Pit No. ------ . W minutes per inch Depth of Test Pit.. Depth to ground water....__...---_.__--..----1______ CL, Test Pit No. 2.........___----n i s er 'nch D�ep of Te4 Pit_ ______ :h._. to P-- Description of Soil---- ... .�. ________-J ----_ •-•--••------- .. ------------------------------------------------- ---------------W grou `a� ter h�s' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ U Nature of Repairs or Alterations—Answer when applicable-------------------------------------------------------------------_._._-.--_--_--_--._---. ----------------------------•-•-----------------------------------------•-------------------------------•------------------------------•-------------------------------------------------•------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further a ees not to place the system in operation until a Certificate of Compliance has e issue y o rd of health. Sig ._..44 _ -- - ---- ...........................................--...-- -�-f- ----- Application Approved BY -"'- ----- -Y- -- ----•• -•• ----- -- Date Application Disapproved for the following reasons:--•-----------------------------•------•--------•-------------•-•-------_____-_------------•--•-•---••-••-•--- r _________________________________________________________________________________________________________..-----_--__.._____...____...._____.______.._--___ _/_� _____,........................ f' Date--.--- Permit No. Issued -- L D No.--- - --- FEii ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD HE - ------- OF. ..... ............. ........ Appliration -for Disposal larks Tonstrurlion Prrutil 4 W Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at A ,ACA ........... (.J ,- -------------*----hAa..A CAO.....CAAA---------------Pa_l .................. ftL4 L__ d ress Location-A or Lot No. . .......7.-.m... ............................... owOw e ne ........ .. .. ... . Installer Address Type of Building Size Lot ..Sq. feet U Dwelling—No. of Bedrooms................_.._..__..____._....__Expansion Attic (A d-y Garbage Grinder (APT Other—Type of Building __�- --------- No. of persons.----.---- Showers Cafeteria--(—r Otherfixtures------------------------------------------------------_------------------_----- --------------------------------------------- ---------------_ Design Flow.............................................gallons per person per day. Total daily flow______-_____--___-----___;_________----- ...gallons. 04 Septic Tank—Liquid capacity------------gallons.- Length................ Width................ Diameter_--.-_-----:_-_ Depth... ------------ Disposal Trench—No--------------------- Widtli.:----------------...Total Length--_-_____-_______-.- Total leaching area-------- -----------sq. f t. Seepage Rit No..................... Diameter.-.t................. Depth below inlej------- Tot I I I q. f t. a. eacURigarea---------------_s Other Distribution box talik VA I?YFAI Percolation Test Results Performed by----' t.......Af—CA.Ajoate.......-------------•------------------ Test Pit No. L.—a------minutesyer inch Depth "of Test Pit-------------------- Depth to ground water..................... Test Pit No. 2................minutes per inch Depth of Test Pit..._._.___.__._.____ Depth to ground water--.---_--.._-_----__-._. --------- ...... ..............I......................... ............ ------ 0 Description of-Soil---- ...... ...J.06#------------- . .. ........................................................................................................................ U --------------- ...... . . ....... ----------------------------------------- -------------------------------------------------------------------------------- ---------------------------------------------------------------------------- U Nature of Repairs or Alte-rations—Answer when applicable................ ----------------------------------------- --------------------------------- -------------------------------------------:----------------------------------tft------------------------------------------------------------------------------------------Z Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of.-the State Sanitary Code— The undersigned further az)rees not to place thq,system in operation until a Certificate of Compliance has en issue y tfte b917 d of health. A .4,4 eK' A . ............Sig .. ............................................... .............. --------_------- t Application Approved By----- . .......................... ate Z? Application Disapproved for the following reasons:................................................................................................................ ......................................... ............................................................................................................................................................... Date PermitNo........................................................ Issued...--.................................................. Date THE COMMONWEALTH OF MASSACHUSETTS, 4 -BOARD OF LTH ..............OF....................0. ........................ rdifirate of tl1ntttVftaurr TIVS,IS TO CeTIFY,..That the Individual Sewage Disposal System constructed or Repaired by------ Y,;........... _1e,---- ------ -------------*-------*----------------------------------------------------...... at ------ - -- -- ---------------- .................................. Art i has been installed ir�`a_ccordance,Arith the provisions of . i e I o . he State SanitaryCode gs described in the application for Disposal Work's,tolistruction Permit No--------- --- ------------------ dated......4�1AIU-7.1y,.............. THE ISSUANCE .OF THIS CERTIFICATE SHALL NOT BE CONSTRUED,AS A GUARANTEE THAT THE SYSTEM -WIL FUN T ION ATISFACTORY. 4........................ .......... ----- .................. Inspector...... ... ........ DATE........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH do OF........ FEE. ------------ Binvas larks ns n rtion Vamit Permission 0; s r reby,grhnted..... ------- . .. ...rw -------------- �.t---------------------- ................................ ................ to ConA-? o R Individual is 01 an Indi p ystem.......... atNo . ....... ........... . ....................................................................... t trere as shown on the application for Disposal Works Construction P it No..... .1. ..... .. Foe,d----411_!�l oa d y......... ------- ... .. . . ...... .................... Health DATE._.. ---------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS . m w, D /✓A c a J. IWA rC nr S;iIONALNV/N . e4' P. 0. Sole /�t PLYhIOJrN, l.It7S:;. 0&? 80 DON A, OF MAf3r.L...,._ _ I�' ;J,a�: tw p :oPo.�Fo st yr , u s rs`rE Alt . � a�10 ' CJ U ► N Frs7 °dn�ErG q ; •: zor Crown 10 dwarf `surfaca watoi i ' f °' "Peroo/alion "rat© = -z ��zin par r Cn ve r l at grod�a T ono $ t w 47 n`aarost pit to we// = «v r, neore's cue/l to pit OM r � `CrytC6lRA4 vi, Ylt :l r 7 1pppQA }VI , f i r D15T., _ ,a 13, n I t ± TOP OF FOUNDATION = 37.1'± PROVIDE PRECAST CONCRETE EXTENSION FINISHED GRADE OVER SAS= 39•51± - 40•31± GENERAL NOTES - f WISH GRADE OVER D-BOX-_ 39.5±RISER WITH CONCRETE COVER TO WITHIN INSPECTION PORT WITH -_"- 6"OF FINISH GRADE OVER OUTLET COVER PROVIDE RISER TO WITHIN ACCESS BOX TO GRADE I. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS F.G. OVER S.T. EL.= 36,$�± 6 OF FINISH GRADE PVC VENT PIPE WITH CHARCOAL FILTER SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY SEE NOTE#21 F.G. OVER S.T. EL.= 38.3'± 2"SCH. 40 EMOVABLE COVER ______- __._ . ___._.-._ _.. _._ _ __-_ __..._ ---.-_-_-- ______ _.__ __ __._ __.- -___-- -- __-- -_ ___ ___ _ _-. - --- __-- __ APPLICABLE LOCAL RULES. F.G. @ FND. EL.= VARIES TO D-BOX 5"DIA. OUTLET(S) ACCESS PORT WITH BOX TO GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 12"MIN. (PROVIDE 2 AS SHOWN ON PLAN) DESIGN ENGINEER. (� 36"MAX. 12"MIN. " 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 36"MAX. 12"MIN. 9 MIN. SYSTEM UNLESS OTHERWISE NOTED. _ a^scH. 1�-1-+ 36"MAX. TOP OF SAS/ 36"MAX. 3" 3" _ ao Pvc� --1 BREAKOUT= 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN °' " PVC OUT TO 37.33' ELEVATION =37.33' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS SLOPE 1%min. A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF o _ r EACHING o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 48" ACILITY 00 ' == =_= == == -_= __ -= _= -_= __ == __ _= _ = _= __ °O 16" TYP 5. SLOPE ALL SOLID PIPE AT 1.0 /° MINIMUM. LIQUID 29.35 + -� INLET TEE -- -- -- -- -- - -- -- -_ _ -- -- ( ) S O E _ oo36.96 11.5 LEVEL 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSA L.001 37.27' 37.10' 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OUTLET TEE 6"CRUSHED STONE ' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. OVER MECHANICALLY BOTTOM = 36.00 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 38.13' ESTABLISHED ON A NAIL SET 22"ZABEL FILTER COMPACTED BASE 4.0'(TYP.) 5'MIN. 2 83�(34») IN UTILITY POLE#921/1 AS SHOWN ON PLAN. MODEL#A1801-4x22 58.4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 1000 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER 5 OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= *29.20' DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. CONTRACTOR SHALL CROSS SECTION VIEW INFILTRATORS PROFILE VIEW 5' ' INFILTRATOR END VIEW EXISTING 1000 GALLON SEPTIC TANK & VERIFY SIZES,CONDITION OF ,10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE �/ ,�+ HIGH �1 CHAMBER EXISTING TEES, PUMP, FLOATS DISTRIBUTION BOX DETAIL QUICK 4 f 1 I G H CAPACITY l,H A M E E R DETAILS *Adjusted GW level based on Cape Cod Commission Technical Bulletin 92-001 (revised 2006) WATERTIGHT. 1000 GALLON PUMP CHAMBER AND REPLACE AS NECESSARY NOT TO SCALE _ v **GW elevation based on Barnstable's 1992 Groundwater Contours Map --4-- C, - - ----- --! 1. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM o APPROPRIATE AUTHORITY. I � � SPECIAL NOTES: PERC NO.: 12305 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ft i AGENT: Donna Mirandi UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL 1.) PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE IL + SOIL EVALUATOR: Michael Pimentel, E.I.T. WITHSTAND H-20 LOADING. • s DATE: July 21, 2008 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. BVW-1 \ #` TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 2.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. : ELEV TOP: 39.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, o� BVW_ ,o ' ELEV WATER: *29.20' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). O,I, MAP 291 O ; ' PERC RATE: <2 Min./In. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE C14 LOT 224 �oOO��G \\ `� CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC : 70"-88" n N/F BOBOLA �c�1 o �,y \ �" 16. PROPOSED PROJECT IS LOCATED WITHIN: cli '�� TEXTURAL CLASS: 1 ASSESSORS MAP 291 LOT 225 m BVW-3 I , ! 17. OWNER OF RECORD: IZABEL MARRERO and THAYS FERNANDES a / / \�o \ .� 0 - 39.00 ADDRESS: 4 SAINT FRANCIS CIRCLE / \ HYANNIS, MA 02601 Fill / WETLAND LINE DELINEATED� FEMA FLOOD ZONE C / BY SABATIA, INC. '� i 30" 36.50' BVW-4 \ �► Loamy Sand AS SHOWN ON COMMUNITY PANEL# 250001 0005 C \ A 32 \ 32" 10 36.33' Medium Sand 18 PLAN REFERENCES: PLAN BOOK 382, PAGE 92 i S .p / \ B-1 10 Yr 5/8 i 19. DEED REFERENCE: DEED BOOK 23051, PAGE 14 ZONE 11 48" 35.00' r SHED \ BVW-5 B-2 Medium Sand 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 2.5 Y 6/6 / BVW-6 70" 33.17' 21, A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH \ / j Perc OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A REMOVABLE ' il 1 MAP 291 ,� ��` '`- � 88 31.67' THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LOT 225 117.6" Adjusted ESHGW @ 117.6" - 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE - 29.20' -I� 13,281 S.F.t Medium Sand APPROVALS ARE REQUESTED FROM 310 CMR 15.211: T.B.M. C 2.5Y 6/6 (1.) A 5.0'WAIVER(10.0'-5.0')FROM THE FRONT PROPERTY LINE TO THE LEACHING FACILITY.�� �34 X�k� Nail in U.P.#921/1 (loose) (2.) A 5.0'WAIVER(10.0'-5.0') FROM THE WATER SERVICE LINE TO THE LEACHING FACILITY. Elev. =38.13' \ (variegated colors) LOCUS PLAN 123. IN ACCORDANCE WITH THE TOWN OF BARNSTABLE'S POLICY DATED NOVEMBER 15,2005, ` Approx. M.S.L. 156" Weeping @ 156" - SCALE: 1"= 1000' 26.00' THE FOLLOWING LOCAL VARIANCE IS REQUESTED: EXISTING IMBER 'l• (1.) A 12.2'VARIANCE(100.0'-87.8') FOR THE SETBACK FROM THE EXISTING SEPTIC TANK TO RETAINING WALL u.► No Standing Water or Mottling Observed ( 36 \ io / MAP 291 THE EDGE OF WETLAND. \ --------- --- - - -- - - - ------------ - -- - cv) / LOT228 DESIGN DATA TEST PIT DATA LEGEND - H/N/W ---- ❑/H/` G/H/�✓ /'" H/W Y `o N/F TOWN OF BARNSTABLE NUMBER OF BEDROOMS (DESIGN) 3 PERC NO.: 12305 50 EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM AGENT: Donna Mirandi 50 PROPOSED CONTOUR #4 32 x TOTAL DESIGN FLOW 330 GAUDAY SOIL EVALUATOR: Michael Pimentel, E.I.T. C-1 EXISTING k DESIGN FLOW X 200 % = 660 GAUDAY ❑/H/W EXISTING OVERHEAD UTILITIES \X\ 3-BEDROOM DATE: July 21,2008 / USE EXISTING 1000-GALLON SEPTIC TANK TEST PIT#: 2 -W W W-- EXISTING WATER LINE BIT. DRIVEWAY DWELLING ��X\ k TOF = 37.1'+ -I'� 1 INSTALL 14 QUICK 4 HIGH CAPACITY CHAMBERS ELEV TOP: 39.50' - k _____ ____--- ___-_-. __ _ _____ _--.._._ -V V V- PROPOSED WATER LINE ,e` I ***EFFECTIVE LEACHING AREA OF 7.93 ELEV WATER: *29.20' EXIST. 1,000 GALLON C_ \x\k��\ k SF/LF OBTAINED FROM THE "MODIFIED SYSTEM CAPACITY GAS EXISTING GAS LINE SEPTIC TANK- - ` , � / CERTIFICATION FOR GENERAL USE FOR (TOTAL L.F. OF CHAMBERS)(***7.93 SF/LF)(0.74 GPD/SQ.FT.)=GAL.LEACH./DAY PERC RATE: INFILTRATOR SYSTEMS" ISSUED -_ STpOA FEBRUARY 21, 2003, REVISED THROUGH (58.4 LF)( 7.93 SF/LF)(0.74 GAUSQ.FT.)= 342.7 GAL. LEACHING/DAY DEPTH OF PERC: -X-X-X-X-X-X- EXISTING FENCE HC-2 34 �'� / JULY 19 2007 BY THE COMMONWEALTH TOTALS: TEST PIT LOCATION ~ k OF MASSACHUSETTS EXECUTIVE OFFICE TEXTURAL CLASS: 1 TOTAL NUMBER OF CHAMBERS: 14 EXISTING 1,000 GALLON \ \ • ' �'Op0 F ` OF ENVIRONMENTAL AFFAIRS, TOTAL LEACHING AREA: 463.1 SQ.FT. O O EXISTING 1000 GALLON SEPTIC TANK PUMP CHAMBER- C--- O S l DEPARTMENT OF ENVIRONMENTAL -_X ------- • - O Aye � PROTECTION. TOTAL LEACHING CAPACITY. 342.7 GAL./DAY 0 39.50' H 38 ��\ - ' q4FS Wll, - Fill O O EXISTING 1000 GALLON PUMP CHAMBER x FT��No� 2' , u 5 DOSING & STORAGE REQUIREMENTS I F r !�' 30" 37.00' PROPOSED QUICK 4 HIGH CAPACITY CHAMBER EXISTING DISTRIBUTION BOX FT DESIGN FLOW: 330 GPD A Loamy Sand 0 (TO BE ABANDONED) DOSING REQUIRED: 4 CYCLES /DAY 10YR 3/1 Cqp -+"- E EXISTING WATER SERVICE LINE 32" 36.83' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE EXIST. VENT PIPE 36 - TO BE RELOCATED AS SHOWN 330 GPD/4=82.5 GAUCYCLE Medium Sand B-1 10 Yr 5/8 PROPOSED 2"SOLID SCHEDULE 40 PVC PIPE DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: 48" 35.50' \ ---APPROXIMATE LOCATION OF EXISTING 82.5 GAUCYCLE = 250 GAUFT = 0.33 FT/CYCLE B Medium Sand Q PROPOSED DISTRIBUTION BOX 7302 ! \ - '` SAS PER BOH .AS-BUILT CARD BACK FLOW NEGLIGIBLE(less than 2 gallons) ` U 2.5 Y 6/6 33.67 PROPOSED DISTRIBUTION BOX 4 3� �% STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. Rom• DATE BY APP D. DESCRIPTION PROPOSED WATER SERVICE LINE STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL. PROPOSED EPT1 Y SYSTEM UPGRADE PROPOSED ACCESS PORT (TYP OF 2) -- \ . qC U INSTALL 1-1/4"PVC TO HOUSE.JOINTS TO BE MADE PREPARED FOR: Adjusted ESHGW @ 117.6" PROPOSED 14 - QUICK 4 HIGH CAPACITY �0 TPP WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX 117.6' - 29.20' CHAMBERS (with 2° DEFLECTIONS) 41.F \ F��� GUYWIRE CONTROL PANEL No. 1-CC2 NEMA-1 MFG.HOOVER Medium sand - CAPEWIDE ENTERPRISES INSTRUMENTS. C 2.5Y 6/6 Q / TPA OS 39 NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL (loose) LOCATED AT REMOVE ALL UNSUITABLE MATERIAL F� LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8"DIA./1,760 LB.STRENGTH (variegated colors) TO"C"SOIL AND REPLACE WITH CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, CLEAN COARSE SAND -ice PROPOSED PVC VENT JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH.80 PVC Weeping @ 162" _ 4 SAINT FRANCIS CIRCLE t\X\ PIPE (EXACT LOCATI N GEORGE FISHER CO.MODEL N0.560 162 - 26 00'No Standing HYANNIS, MA 02601 UP 921110 PER OWNER __- _Water or Mottling Observed PROPOSED INSPECTION PORT \ X (3 c� _ -- _ --�- _ ` 3" 2"SCH.40 TO D-BOX SCALE: 1 INCH = 10 FT. DATE: JULY 25, 2008 RESERVED FOR BOARD OF HEALTH USE SWING-TIES PROPOSED WATER SERVICE LINE � ���� 2 ti , "�� � ,,,",, ,� �� 2 o "SCH.40 TEE w/CLEAN-OUT CAP M �° 0 5 10 20 40 FEET _ALAN yr� P` (TO BE SLEEVED AS SHOWN)- °24 "W 7 ��/ �' Cc� - 2 �� � -- ----- -- N81 � � � _ . PREPARED BY: DESCRIPTION HC-1 HC-2 EDGE 0FPAVEMENT(TYP) 30.01� _ M N 2"BALL CHECK VALVE SCH.80PVC1oo �`'�� lCi ,�_ JC ENGINEERING, INC. w ST. F -�' P.S.I.FLOWMATIC MODEL No.2085 �� -;>x�� 2854 CRANBERRY HIGHWAY CENTER CHAMBER(1) 39.4' 44.2' G i p__ �NC�s (40'WIDE-PRIVgrE s v ?•P` '� 's '`t CENTER CHAMBER(2) 53.9' 36.5' VC wAT�R MAI - IV _ LAYOUT) CIRCLE h [) (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE 3L'C) ��j EAST WAREHAM, MA 02538 SITE PLAN N(APB �� c� ��/ (BARNEs o736,8) � Z�� _508.273_.0_3_77_ CENTER CHAMBER(3) 73.T 40.4' ROB HOC- U 1: PUMP ON/OFF 120 ACTIVATION 2"SCH.40 PVC DISCHARGE PIPE i ''� K' SCALE: 1"= 10' 4 r/ON) � 2: ALARM ACTIVATION PUMP i Z ✓� Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1461 _ _ ----___- ___-- _ - _ ---_ _.�__- U - -- ---------- TOP OF FOUNDATION = 37.1'± PROVIDE PRECAST CONCRETE EXTENSION ]NISH GRADE OVER D-Box= 39.5'+ FINISHED GRADE OVER SAS 39.5'± - 40.31+ GENERALNOTES RISER WITH CONCRETE COVER TO WITHIN PROVIDE RISER TO WITHIN INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS 6"OF FINISH GRADE OVER OUTLET COVER ACCESS BOX TO GRADE/-- F.G. OVER S.T. EL.= 36.8'± 6"OF FINISH GRADE PVC VENT PIPE WITH CHARCOAL FILTER SEE NOTE#21 SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY F.G. OVER S.T. EL.= 383± 2"SCH. 40 REMOVABLE COVER -----------1---1-1 ___------- APPLICABLE LOCAL RULES. F.G. @ FND. EL.= VARIES TO D-60 5-DIA. OUTLET(S) ACCESS PORT WITH BOX TO GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 1- DESIGN ENGINEER. 12-MIN. A- I I i (PROVIDE 2 AS SHOWN ON PLAN) 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 36" lt IN. 9"MIN. t MAX. 12"MIN. SYSTEM UNLESS OTHERWISE NOTED. 4"SCH. 2'PVCTEE-\ 36"MAX. 36"MAX. TOP OF SAS BREAKOUT= 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN ro 3- 3' 40 PVC-,,,, PVC OUT T ELEVATION =37.33' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS t LEACHING FACILITY THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 00 48- 00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 3E 4 _'MAX.4H r S C:_\_ CZ03" S 40 PV Lo PE -4 J/ LIQUID 0 16"(TYP) ==-i--. z 29.35'� INLET TEE 6' 00 LEVEL V_ 36.9 1.5" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 1-T - z 7.T \- LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 37.27'-/ T I 37.10 L FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OUTLET TEE- 6"CRUSHED STONE BOTTOM 3600. NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. OVER MECHANICALLY . 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 38.13'ESTABLISHED ON A NAIL SET 22"ZABEL FILTER COMPACTED BASE 4.0'(TYP.) &MIN. 2.83'(34-) IN UTILITY POLE#921/1 AS SHOWN ON PLAN. MODEL#A1801-4)Q2 -58.4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 1000 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER 5 OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= *29.20' DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. _J AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN **25 CONTRACTOR SHALL CROSS SECTION VIEW INFILTRATORS PROFILE VIEW .00' INFILTRATOR END VIEW ENGINEER. EXISTING 1000 GALLON SEPTIC TANK & VERIFY SIZES, CONDITION OF 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE EXISTING TEES, PUMP, FLOATS DISTRIBUTION BOX DETAIL QUICK 4 HIGH CAPACITY CHAMBER DETAILS 'Adjusted GW level based on Cape Cod Commission Technical Bulletin 92-001 (revised 2006) WATERTIGHT. 1000 GALLON PUMP CHAMBER AND REPLACE AS NECESSARY NOT TO SCALE **GW elevation based on Barnstable's 1992 Groundwater Contours Map ------- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. • S..a SPECIAL NOTES: PERC NO.: 12305 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED P.it 0 • AGENT: Donna Mirandi UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL 1.) PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 11. SOIL EVALUATOR: Michael Pimentel, E.I.T. WITHSTAND H-20 LOADING. DATE: July 21, 2008 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. BVW-1 TEST PIT#: 114. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 2.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. ' TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. \ �. , , ELEV TOP: 39.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 0,11 BVW- loo0 ELEV WATER: *29.20' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 0 MAP 291 \ �� : ` PERC RATE: <2 Min./in. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE C14 LOT 224 ;PC9 CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. o DEPTH OF PERC : 70"-88" 0 N/F BOBOLA 16. PROPOSED PROJECT IS LOCATED WITHIN: CL Nh TEXTURAL CLASS: I C%i ASSESSORS MAP 291 LOT 225 00 17. OWNER OF RECORD: IZABEL MARRERO and THAYS FERNANDES BV -3 • \ \ •� 0 39.00' z ADDRESS: 4 SAINT FRANCIS CIRCLE d- 0 Fill HYANNIS, MA 02601 WETLAND LINE DELINEATED BY SABATIA, INC. FEMA FLOOD ZONE C A 0" 36.50'BVW-4 Loamy Sand AS SHOWN ON COMMUNITY PANEL# 250001 0005 C 1 OYR 3/1 32" Medium Sand 36.33' 18. PLAN REFERENCES: PLAN BOOK 382, PAGE 92 B-1 ZONE 11 48" 10 Yr 5/8 35.00' 19. DEED REFERENCE: DEED BOOK 23051, PAGE 14 SHED BVW-5 a B-2 Medium Sand 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 2.5 Y 6/6 BVW-6 70" Per 33.17' 21, A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH MAP 291 1 OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A REMOVABLE 8 31.67' THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 1 LOT 225 117.6" Adjusted ESHGW @ 117.6" 122. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE 13,281 S.F. Medium Sand 29.20' APPROVALS ARE REQUESTED FROM 310 CMR 15.211: C 2.5Y 6/6 (1.) A 5.0-WAIVER(10.0--5.0) FROM THE FRONT PROPERTY LINE TO THE LEACHING FACILITY. T.B.M. (loose) (2.) A 5.0'WAIVER(10.0--5.0')FROM THE WATER SERVICE LINE TO THE LEACHING FACILITY. Nail in U.P.#921/1 LOCUS PLAN (variegated colors) Elev. =38.13' 23. IN ACCORDANCE WITH THE TOWN OF BARNSTABLE'S POLICY DATED NOVEMBER 15,2005, Approx. M.S.L. Weeping@ 156" THE FOLLOWING LOCAL VARIANCE IS REQUESTED: SCALE: 1"= 1000' 156" 26.00' EXISTING IMBER No Standing Water or Mottling Observed (1.) A 12.2-VARIANCE (100.0--87.8')FOR THE SETBACK FROM THE EXISTING SEPTIC TANK TO �36 RETAINING WALL (TY MAP 291 THE EDGE OF WETLAND. _ LOT 226 DESIGN DATA TEST PIT DATA LEGEND Cn Co I N/F TOWN OF BARNSTABLE HAW U/H/W D/H/W O/H/W /W 0 NUMBER OF BEDROOMS (DESIGN) 3 PERC NO.: 12305 50- EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM AGENT: Donna Mirandi PROPOSED CONTOUR #4 TOTAL DESIGN FLOW 330 GAUDAY SOIL EVALUATOR: Michael Pimentel, E.I.T. C-1 EXISTING DESIGN FLOW X 200 % = 660 GAUDAY DATE: July 21, 2008 EXISTING OVERHEAD UTILITIES 3-BEDROOM USE EXISTING 1000-GALLON SEPTIC TANK TEST PIT#: 2 W EXISTING WATER LINE BIT. DRIVEWAY DWELLING TOF 37.1'± INSTALL 14 QUICK 4 HIGH CAPACITY CHAMBERS ELEV TOP: 39.50' "*_1 _11� w-w-w- PROPOSED WATER LINE ***EFFECTIVE LEACHING AREA OF 7.93 ELEV WATER: *29.20' C-2 SF/LF OBTAINED FROM THE "MODIFIED SYSTEM CAPACITY GAS EXISTING GAS LINE CERTIFICATION FOR GENERAL USE FOR PERC RATE: SEPTIC TANK (TOTAL L.F.OF CHAMBERS)(***7.93 SF/LF)(0.74 GPD/SQ.FT.)=GAL.LEACH./DAY EXIST. 1,000 GALLON INFILTRATOR SYSTEMS" ISSUED (58.4 LF)(...7.93 SF/LF)(0.74 GAUSQ.FT.)= 342.7 GAL. LEACHING/DAY -X-X-X-X-X-X- EXISTING FENCE 0 8rOOA FEBRUARY 21, 2003, REVISED THROUGH DEPTH OF PERC : HC-2 JULY 19, 2007 BY THE COMMONWEALTH TOTALS: TEXTURAL CLASS: 1 TEST PIT LOCATION OF MASSACHUSETTS EXECUTIVE OFFICE (0 71-1 TOTAL NUMBER OF CHAMBERS: 14 EXISTING 1,000 GALLON • OF ENVIRONMENTAL AFFAIRS, TOTAL LEACHING AREA: 463.1 SQ.FT. --- EXISTING 1000 GALLON SEPTIC TANK PUMP CHAMBER---,\- • DEPARTMENT OF ENVIRONMENTAL TOTAL LEACHING CAPACITY: 342.7 GAL./DAY 0 39.50' 0 PROTECTION. 38 4 & UJ Fill EXISTING 1000 GALLON PUMP CHAMBER ON . . . . :?� DOSING & STORAGE REQUIREMENTS 4,1 DESIGN FLOW: 330 GPD 30' Loamy Sand 37.00' PROPOSED QUICK 4 HIGH CAPACITY CHAMBER EXISTING DISTRIBUTION BOX A (TO BE ABANDONED) • EXISTING WATER SERVICE LINE DOSING REQUIRED: 4 CYCLES /DAY 32" 1 OYR 3/1 _ 36.83' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE EXIST. VENT PIPE -36 330 GPD/4=82.5 GAUCYCLE B-1 Medium Sand TO BE RELOCATED AS SHOWN e3 10 Yr 5/8 PROPOSED 2"SOLID SCHEDULE 40 PVC PIPE DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: 48" 35.50' 4( -APPROXIMATE LOCATION OF EXISTING 82.5 GAUCYCLE 250 GAUFT = 0.33 FT/CYCLE B-2 Medium Sand 0 PROPOSED DISTRIBUTION BOX 1-1 2.5 Y 6/6 *11 7 0 SAS PER BOH AS CARD BACK FLOW NEGLIGIBLE(less than 2 gallons) 70" 33.67' 1 PROPOSED DISTRIBUTION BOX REV. DATE APP'D. DESCRIPTION STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. PROPOSED WATER SERVICE LINE STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL. PROPOSED ACCESS PORT(TYP OF 2) 40 PROPOSED SEPTIC SYSTEM UPGRADE INSTALL 1-1/4"PVC TO HOUSE.JOINTS TO BE MADE PREPARED FOR: 2) Adjusted ESHGW @ 117.6" WATERTIGHT.WIRE PUMP AND FLOATS TO SIMPLEX 117.6" 29.20' PROPOSED 14 -QUICK 4 HIGH CAPACITY TP4 CONTROL PANEL No. 1-CC2 NEMA-1 MFG.HOOVER CAPEWIDE ENTERPRISES TY GUYWIRE Medium Sand CHAMBERS (with 2' DEFLECTIONS) 9. INSTRUMENTS. C 25Y 6/6 NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL (loose) LOCATED AT REMOVE ALL UNSUITABLE MATERIAL LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8"DIA./1,760 LB.STRENGTH (variegated colors) TO"C"SOIL AND REPLACE WITH PROPOSED PVC VENT CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, CLEAN COARSE SAND JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH.80 PVC 162" Weeping @ 162" 26.00' 4 SAINT FRANCIS CIRCLE PIPE (EXACT LOCATION I GEORGE FISHER CO.MODEL NO.560 HYANNIS, MA 02601 UP 92111: PER OWNER) No Standing Water or Mottling Observed PROPOSED INSPECTION PORT (3 co 3" 2"SCH.40 TO D-BOX SCALE: 1 INCH = 10 FT. DATE: JULY25, 2008 RESERVED FOR BOARD OF HEALTH USE -----2-SCH.40 TEE w/CLEAN-OUT CAP 0 5 10 20 40 FEET PROPOSED WATER SERVICE LINE -A ALAM 011 SWING-TIES .I U) 81 JOHN L (TO BE SLEEVED AS SHOWN) 145 � p ON CHURCH,L '�A A PREPARED BY: DESCRIPTION HCA HC-2 JR; 30.01, No CNI�81 JC ENGINEERING, INC. ST. FRANCS --EDGE O�PAVEMENT cli "-2"BALL CHECK VALVE SCH.80 PVC 100 CENTER CHAMBER(1) 39.4' 44.2' T* N P.S.I.FLOWMATIC MODEL No.208S TING 8? S (40'WIDE PRIVATE LAyOUT) I 1 2854 CRANBERRY HIGHWAY 'PVC W zv) CENTER CHAMBER(2) 53.9' 36. VVA rER CIRC J/ Ci EAST WAREHAM, MA 02538 LE (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE CENTER CHAMBER(3) 73.7' 40.4' SITE PLAN N(APpRo)(- W_� (BARNES 073618) 2"SCH.40 PVC DISCHARGE PIPE 508.273.0377 LOC4-r,-- �V_ 1: PUMP ON/OFF 120 ACTIVATION SCALE: 1"= 10' O/V) 2: ALARM ACTIVATION PUMP Drawn By: MCP Designed By:MCP I Checked By:JLC JOB No.1461 , = N FOR PUMP,SPECIFICATIONS 0 P M , PUMP CHAMBER, ....AND ;PIPING HA R 1 INSTALLED 5 ALL FU NI5H, INSTALL, AND-TEST A COMPLETE PUMPING SYSTEM CONSISTING OF R _ S 28 SUBMERSIBLE SEWAGE PUMP AND MOTOR DISCHARGE PIPING VALVES °FLOAT SWI CH V T LEVEL' CONTROLS, ALARM T T t 9 LOG FROM PERMIT 8 --1153 LEVEL CONTROL, CONTROL PANEL, AND PRECAST PUMP: CHAMBER. ALL EQUIPMENT TO BE INSTALLED IN ; Cl �S - m .KITCHEN 7E , 08 17 83 _ ACCORDANCE WITH .MANUFACTURERS SPECIFICATIONS ::AND R COMM F _DATE E ENDATIONS, AND;IN ACCORDANCE, i N .� JA WITNESS J COSY , 310CMR15 AND':LOCAL .REGULATIONS FOR THE .SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 'STATE AND t PERC RATE <2MIN INCH LOCAL REGULATONS FOR ELECTRICAL WIRING. 9 I / , LIVING GE ELEV 37.5 2 PUMP SHALL BE MEYERS SRM4 `OR EQUIVALENT INSTALLED ON SEPERATE CIRCUIT FROM ALARM. . LDRE ROOM :. BR E 1 �. 3 FLOAT SWITCHES CONTROLS AND ALARM BY ,SAME MANUFA TUR INSTALLATION) , , E C ER � 0 24 TOPSOIL AND SUBSOIL � t „ ON RAILS AT OPTION <OF INSTALLER/OWNER. , 24 -132 MED. COARSE .SAND D I r- 4 ALARM WITH AUDIBLE AND VISUAL -INDICATORS SHALL BE INSTALLED` IN DWELLING k,. WTIH GRAVEL UPPER LEVEL P CIRCUITFROM` ,. ON SE ERAT E C RCU PUMP. ELECTRICAL WIRING PERMIT WILL BE REQUIRED. -STANDING .WATER AT 114„ . ELEV 28.0 , EDGE 'OF,' POND NO WATER TABLE ADJUSTMENT ST FRANCIS ( 09-08-99 0� APPLIED IN ORIGINAL DESIGN I ) � ELEV 26,77 , STORAGE FINISHED : co WATER TABLE ADJUSTMENT BASEMENT I INDEX .WELL AIW230 ;, LOCATION >MAP RANGE ZONED READING DATE AUG 83 _ • BR EDGE 'OF. INDEX LEVEL` 23.8' m L WETLAND VARIANCES REQUIRED ; ADJUSTMENT 4.4 310CMR15.2.11 ;SETBACK OF SOIL ABSORPTION SYSTEM TO PROPERTY, LINE: ADJUSTED LEVEL 32.4 BOUNDA OF BULLRUSH, 10 REQUIRED, PROPOSED, 5 V R A , AR T AND SMARTWEED � Q ED, :'S . A I NCE MONITORING HOLE DUG 09-08-99 LOWER LEVEL BEG IC , I - 310CMR15.103(3)(c)1. DETERMINATION OF HIGH GROUNDWATER LEVEL: GROUND WATER LEVEL 26.16 x , GROUNDWATER ADJUSTMENT OF 6.3 - REQUIRED, USE OF 5.3 ADJUSTMENT • INDEX WELL AIW23a FLOOR PLAN (NTS 3 , RANGE :ZONED MON. WELL I PROPOSED, VARIANCE 1.0 READING DATE AUG 27,1999 I . - 30.78 AT ADE t INDEX LEVEL 25.23' ; WATER LE EL, Q9-0 -9 : `26.16 I ADJUSTMENT 6.3 GE E L 0 ES ; ADJUSTED LEVEL 32.46 Y � •, - �, t 1 ) ALL WORKMANSHIP AND MATERIAL SHAL CONFORM TO 310CMR15 AND TOWN OF BARNSTABL , ULES AND h. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF +I SANITARY SEWAGE. LEGEND: f 36 _ ,� 2) CONTRACTOR SHALL VERIFY` LOCATIO �F EXISTING .EXISTING SPOT ELEVATION Ox00 ..,,� 1a UTILITIES. CONTACT DIG SAFE AND LOCALI WATER EXISTING coNTouR , -oar DEPARTMENt 3 BUSINESS DAYS` BEFORE BEGINNING EXISTING EXISTING WATE SERVICE I FINAL SPOT ELEVATION Ox 0 1 3BR TO BE RELOCATED CONSTRUCTION. F FINAL CONTOUR ELEVATION e 21 OVERH N 3) CONTRACTOR SHALL LOCATE EXISTING LEACHING : SOIL TEST LOCATION AND ELEVATION &Ox00 UTLILITY "POLE o- DRIVE` 21.5 o PROPos D WATERLINE FACILITY (6'X18' DIFFUSOR FIELD) ON PREMISES AND UNDERGROUND GAS, WATER, ELECTRIC, j ING RELOCA ION MINIMUM REMOVE SAME ALONG WITH CONTAMINATED SOIL. OPOSE 1000 TELEPHONE, CABLE --G,W,E>T,C 10 FROM S.A.S: I rth CATCH BASIN ® li 10 G L -- -- 4) ALL GONERS OF SANITARY UNITS `SHALL_ BE I UM P HM R. ` 6 a 36 BROUGHT TO WITHIN 6 OF FINISHED GRADE. I 7.9J 5) EXISTING AND FINAL, GRADES SHALL REMAIN I• a -gs 38 D- x -� ESSENTIALLY UNCHANGED: TION HAS BEEN MADE AS TO 6) : NO DETERMINATION 5.00 1 JF4o COMPLIANCE WITH: �JEEDED , OR ZONING RESTRICTIONS I: DESIGN _CALCULATIONS 3 00 C 1O AND/OR REGULATIONS. OWNER/APPLICANTI MUST k, ;NUMBER -0F-BEDROOMS 3 � --' ,`- � GARBAGE DISPOSAL UNIT ivoT ALLOWED S 3 10_00 38 OBTAIN ' SUCH DETERMINATION FROM APPROPRIATE I DE IGN FLOW - C" AUTHORITY. . 4a C 40.90 :. BEDROOMS x 110 'GAL BR--DA =330 GPD. 30.01 /� ) 7) EXCAVATE AND REMOVE UNSUITABLE MATERIAL FOR F REWRED SEPTIC TANK CAPACITY 15 0 GA (MIN). 40 5 AROUND LEACHING SYSTEM AND REPLACE- WITH E EXISTING SEPTIC TANK ,CAPACITY 10 00 GA LIMITS OF 5 REMOVAL a CLEAN , SAND. ., ' LEACHING AREA REQUIREMENTS SEE NOTE 7 , _ , . � � BOTTOM ,� GAL/(SF DA) E �� 8 IF ANY DETAIL•- OF THIS PLAN IS NOT UNDERSTOOD, _ rrt you" . eta -SIDE o.00 GAL/(SF-DA) �� r11, -17 CONTACT DESIGN ENGINEER AT- 394-1960. ;. IN CAPACITY i _ 'LEACHING _ . -� t���4S-4�A� - � � ,r+ 9 _4 HOUR ,,NOTICE IS REQUIRED FOR . ANY -INSPECTION 8 H E Q - 45 x10 x0.74 GAL SF-DAY 33 GPD . .,.RESERVE � OR CERTIFICATION REQUIRED. t 2 ID` SCHED 40 > 1 37f PVC "PIPE.LAID 2 - 4 ID SCHED 40 PREF PIPE, 1.00 MIN, _3.00 MAX APPROVED BY BOARD OF . HEALTH '101 WITH CONTINUOUS 0.5% SLOPE,'6' SPACING CROSS-CONNECT 3" SEEDED TOPSOIL, LATERALS AND VENT UPWARD SLOPE DATE. AGENT. ,, . 2% SLOPE „ , _.T_. 2 TEE r37. 5 EXIST. r 37.47 5 2, PEASTONE I 1:17: 1_ LEVEL •38.68 M1 z 1.17 0,1 --� I M N j40.68 MAXASSESSORS MAP: 291 PARCEL: 225 p . 0.83 ,. ,37.68 .17 348t 4.1 t . _ Y - PROPOSED SITE PLAN OF LAND IN 3 8 - 2.18 DAY RESER 34.1 f 37.30 3/4 :TO 1 1/2, BENCHMARK: 1 4 WEEP HOL _ ,... :,.: WASHED STONE XI TIN EWER LARM oN _ BARNSTABLE, MASS E S G S 34.2t NVEf�T BOTTOM LEVEL - o.s2 _ -BOX 36.46 ELEV 34.08 LOT Al 11, #4. ST. FRANCIS CIRCLE, HYANNrS WATER TEST APPROX NGVD ( ) 4.OS? 6 GRAVEL ON NATIVE SOIL OR S .F--- --.► A PREPARED :FOR: 45,:x10.,,x6_ FIELD' .. SCALE DATE.. SEPT. 20 .1999 29.6 MECHANICALLY COMPACTED BASE ,> _ 1000 GALLON< PUMP ;CHAMBER MARY FOWLER _ I T-1000-H-10 ( REV.. 10 04 99 EXISTING 1000 GALLON SEPTIC TANK - S _._ PROS. HIGH GROUND ;WATER ELEV 2.46, DOSING CALCULATION x D 0 N G C BERNARD J. YOUNG, P.E. PUMP-..CHAMBER FLOATATION CALCULATION a , „ ,. . I , . DOSES PER 4m 0 S E Y DEP� t:� BO`TTOM 'eEtow HIGH GROUNDWATER 32.46 2s.s -_2.as = BOX 1539 DENNIS PORT ...MASS 02639 ' 50$ 394 1960 VOLUME PER DOSE 330GPD 4 DOSES . AY DISPLACEIAENT'8.5' X'.4.83' X 2.86 X 62.4 FT 3= 7327 f ) - 82.5 GAL/DOSE ' DEPTH OF DOSE 82.5 GAL' / 7.48 GAL/FT-3'/ (8'L x 4.33'W)- 0.32' : WEIGHT OF,..TANK 8240# .' SHEET 1 OF 1 _ .,. . N0 :BALLAST 1S REWIRED. , Y A.,t_-_ • - a 9 SR 28 N SOIL LOG (FROM P ERMIT 83-1153) VARIANCES REQUIRED AjclDATE 08-17-83 BR m KITCHEN 310CMR15.211 SETBACK OF SOIL ABSORPTION SYSTEM TO PROPERTY LINEN 10' REQUIRED, 5'WITNESS J. JACOBY PROPOSED, 5'VARIANCEPERC RATE <2MIN INCH 310CMR15.103 3 c 1. DETERMINATION OF- HIGH GROUNDWATER LEVEL: GROUNDWATER ADJUSTMENT `OFELEV 37.5 / BR LIVING )O ELDROOM6.3' REQUIRED, USE OF 3.8' ADJUSTMENT PROPOSED,- VAP,IANCE 2.5'. 0"-24" TOPSOIL AND SUBSOIL �'c� 24"-132" MED. COARSE SAND ; WTIH GRAVEL UPPER LEVEL z STANDING WATER AT 114", ELEV 28.0 I EDGE OF POND LST FRANTCIS (NO WATER TABLE ADJUSTMENT 09-08-99 0 APPLIED IN ORIGINAL DESIGN) .ELEV 26.77 FINISHED STORAGE c� WATER TABLE ADJUSTMENT BASEMENT INDEX WELL AIW230 LOCATION .MAP..... ry RANGE ZONE D i READING DATE AUG 83 -' INDEX LEVEL 23.8' Q BR EDGE ,OF m WETLAND ADJUSTMENT 4.4 , BOUNDA � OF BULLRUSH, - ADJUSTED LEVEL 32.4 ( I MONITORING HOLE DUG 09-08-99.` LOWER LEVEL BEGAR'S TIC AND SMARTWEED} GENERAL NOTES i GROUND WATER LEVEL 26.16 x ' ti� 1) ALL WORKMANSHIP AND MATERIAL SHALL CONFORM. INDEX WELL AIw230 FLOOR PLAN (NTs) ti3 MON. WELL TO 310CMR15 AND TOWN OF BARNSTABLE RULES AND RANGE ZONE D READING DATE AUG 27,1999 30.78 AT ADE REGULATIONS FOR THE SUBSURFACE DISPOSAL OF INDEX LEVEL WATER LE EL 09--08-9 : 26.16 ADJUSTMENT 6 323 SANITARY) CONTRACTOR SHALLVERIFY LOCATION OF EXISTING ADJUSTED LEVEL 32.46 ) UTILITIES: CONTACT DIG-SAFE . AND LOCAL WATER DEPARTMENT 3 BUSINESS DAYS BEFORE BEGINNING CONSTRUCTION. +I 3) CONTRACTOR SHALL LOCATE ALL EXISTING LEGEND: 36 103 LEACHING FACILITIES ON PREMISES AND REMOVE SAME EXISTING SPOT ELEVATION oxoo ALONG WITH CONTAMINATED SOIL. EXISTING CONTOUR ��--00� EXISTING EXISTING WATERSERVICE 4) ALL COVERS OF SANITARY UNITS SHALL BE FINAL SPOT ELEVATION Ox 0 38R TO BE RELOCATED FINAL CONTOUR ELEVATION © 21 ovERH N BROUGHT TO WITHIN 6" OF FINISHED GRADE. SOIL TEST LOCATION AND ELEVATION �oxoo 10 ' 5) EXISTING AND FINAL GRADES SHALL REMAIN UTLILITY POLE -0- DRIVE 21.5 PROPOS D WATERLINE ESSENTIALLY UNCHANGED. UNDERGROUND GAS, WATER, ELECTRIC, -_ EXIcTING �� RELOCA ION MINIMUM 6) NO DETERMINATION HAS BEEN MADE AS TO TELEPHONE, CABLE -G,W,E,T,C 6 1000 GST TO ` _ 10' FROM S.A.S. CATCH BASIN BE RAISED - 36 COMPLIANCE WITH DEEDED OR ZONING RESTRICTIONS 37. c 6.00 AND/OR REGULATIONS. OWNER/APPLICANT MUST - et- AUTHORITY. 1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE 38 --k� AUTHORITY. S 7) EXCAVATE AND REMOVE UNSUITABLE MATERIAL FOR DESIGN CALCULATIONS �,q� 5.00 .1 �� _ 5' AROUND LEACHING SYSTEM AND REPLACE WITH NUMBER OF BEDROOMS 3 C/S 3 10 ` 38 CLEAN SAND. ALLOWED _.._-- 8 IF, ANY DETAIL OF THIS PLAN IS NOT UNDERSTOOD, GARBAGE DISPOSAL UNIT NO ) DESIGN Flow �C 40 40 90 -- CONTACT DESIGN ENGINEER AT 394-1960. 3 BEDROOMS x 110 GAL/(BR-DA)=330 GP �� �- ` 30.01 g) 48 HOUR NOTICE IS REQUIRED FOR ANY IN REQUIRED SEPTIC TANK CAPACITY 1500 GAL (MIN) 40 �HOF�yj� OR CERTIFICATION REQUIRED. ,A� ss EXISTING SEPTIC TANK CAPACITY 1000 GAL LIMITS OF 5 REMOVAL f �'` BBR"LARD gCti LEACHING AREA REQUIREMENTS- SEE NOTE 7 JOHNYOUNG cn --BOTTOM 0.74 GAL/(SF-DA) 4 0 ARCH-MN0.30078 (! SEP ' v ARCH-MAR v~, 9 o - A w A F D-- I 0.00 G L S SI DE /( APA ITYLEACHING C C F DAY333 GPD CEIV45 x10 x0.74 GAL S 0 ( )RESERVE `= 2 1 1999 s 1 TOWNOFaMtj ABCE � . limn RDEPT APPROVED BY BOARD OF HEALTH 6' MAX 38.30 2 4"ID SCHED 40 PREF VARIES 9" MIN, 36" MAX PIPE, 0.5� SLOPE 1.00 MIN, 3.00 MAX` £ TE: AGENT: (SPLIT LEVEL) 3" SEEDED TOPSOIL, 37.00 OVER SEWER 2% SLOPE 37.55 EXIST, 2" PEASTONE ASSESSORS MAP: 291 PARCEL: 225 LEVEL 37.25 MI PLUG ENDS 1.17 0,17 ; 2EMIN I 39.25 MA PROPOSED SITE PLAN OF LAND IN 36.25 36.50 �- 0.83 PROPOSED 1.17 „ BARNSTABLE, MASS 36.30 35.97 35.80 3/4 To 1-1/2" 10' MIN WASHED STONE LOT 11, 4 ST. FRANCIS CIRCLE, HYANNIS I 35.75 33.00 BENCHMARK: 36.05 EXISTINNG SEWER ` BOTTOM LEVEL AS PREPARED FOR: INVERT D-BOX 35.04 CALE DATE: SEPT. 20, 1999 ELEV 34.08 : .. . (WATER TEST) 2.58 MARY FOWLER 1„=20 REV.: APPROX NGVD EXISTING 1000 GALLON SEPTIC TANK 6" GRAVEL ON NATIVE SOIL 45' x10' x6" FIELD ---i- BERNARD J. YOUNG, P.E. To BE RAISED OR MECHANICALLY BOX 1539, DENNISPORT, MASS 02639 (508) 394-1960 COMPACTED BASE PROB. HIGH GROUND WATER ELEV 32.46 SHEET 1. OF 1 F _ 1 Solt LOS S I T E PLAN r-`-_- o a E -ro o Y' c F sTopl4q. - -T-�I su 14- f Sot!, J+ .3 6, r ' 4 34 . . 33 A TOP OF FOUNDATION FL,: � ii ,,aao •►i v / .,. - _, t IN.EI F� n,,,/ p �� u� _ - _ . Y [ 17 •• 0/1 W/ 64' SUMP 13 } 4' LIQUID LEVEL ��. ML. 3 14 \ PERC TEST 1RESULTS PRECAST SEPTIC TANK WITH � - - ,� � � PERC RATE. �- t } CAST IN PLACE INLET AND 30 WHITNESSED BY: -�i OUTLET `S PER TITLE Y BOAR@ IF MEALTH S I 1 E . BATE: { ' ,," ''► 4� E:.. x � •' .,�►•-�c.�• x r..y �" ��:��� � 33 1 c L ap •.,`yi.,� ,7�, � . PROFILE OF PROPOSED SEWAGE SYSTEM SYSTEM DESIGNED BY THE TOWN OF -' . '`} RE6ULATIONS AND STATE T IT E FBI SY#SURFACE DISPOSAL OF SEWAGE . SCALE : 1/4"�- 1' 8" t � ��_ ---_ � `p � 3.0 1 : AL PIPES SHALL BE SCHEDULE 48 Pl.C. SEWER PIPE 2. ALL PIPES SHALT. BE SLOPED 1/4" PER FOOD` EXCEPT FOR THE FIRST 2 FEET OUT OF THE D / B WHICH SHALL. BE LEVEL � ��, Q�a��� � � 4o' �,� :. . 3. DESIGN FLOW __ BEDROOMS AT III SALDAY PER DA. aaa IIAL/DAY SEPTIC 1AAIK SIZE �a� X GAL. Of, 2 USf G , .,. ,7- 6ARBA6E DISPOSAL > s F , 3 LEACHING- SYSTEM : USE EFFECTIVE AREA : SIOf -� � � .f x �. � x z 140 - BOTTOM zo t - TOTAL FLOW _ 3 r.rj Y. TOTAL REQ 'D FLOW Z-Zc, X / 0 22,-�L 0 Wil z-2- &ARBA6F WSPOSAL RESERVE FLOW 3 p,o ar e,' 6AL/DAY REFERENCE PLANS - _ APPROVED BY : BOARD OF HEALTH .AL-fa2 PROPERTY OWNER • �- ��• t_ f,,��_� , I,#%�� SITE AND SEWAGE PLAN • �� CC✓ 'o 8_3 y ,T •aka T tQ0-r Is FOR: -r—) �-'/ Of ' ( .' i-- , ai�.��'.--: i_._.-�-;----_._�'"lr` •`- - _ _ 1=l..� / . ,c,T �.1 is 'T t,.�•AT�c ,�'r - � �'�M �{ BEDROOM SINGLE FAMILY BWELLIN6 Q E C> L ; t•,nrr: LOT : 1 { pelm "f"c�v.11-J ErNCt 1T-1 ' ' DATE cf �' � c.V lk DOYLE ASSOCIATES FALMOUTH , MASS. N c.