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HomeMy WebLinkAbout0271 PLEASANT PINES AVE - Health 271 Pleasant Pines Ave Centerville P A = 214 041 a a 'or I �— 0,� NO. 0 52 1/3 ORS, r ---- 'cw, - 10®/d TOWN OF BARNSTABLE LOCATION ;k 71 Pi1EaSc,,Jj- �}av�.6 &c2y SEWAGE#. PQ® VILLAGE p ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. D�c��S fow,-Y- rN C SEPTIC TANK CAPACITY QS�pfif __[(,J( LEACHING FACILITY:(type) Z f 1 P (size) r NO.OF BEDROOMS 3 OWNER PERMIT DATE: qI� �,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 leac ' cil' ) Feet FURNISHED BY A S i 1A) i S 171 i��ec�sc a `P,.�cg A o e. sToor-IS PC � ,Pcovi t 1 i5 gw- 52-5` SPQcec) 9" A P4Z.T PC q oaa� io3S � 3 y a yZ CarmodyTM Service History Page 1 of 2 CarmodyTM Environmental Management Services aY BARNSTABLE County, Massachusetts - Karen Malkus - 2/24/2014 Main Menu Service History Home Lo Out How To:All Tutorials ��� � - - —"� A I for Passwords Print Service History Support Phone/Fax Report Tech Problem Property Information Change/Request Form Change Password Property ID BAPle271 Pre(Tracking Number) Contractor U load Carmody Training Links Map Register Event Name Christodoulo, George File a Service Event How To:File Event Site Address 271 Pleasant Pines Road Centerville, MA Data Resources F Search/Add Property Service Activity_ Service Statistics Create a Report Create an Excel File Total Service Events (To Date) 3 Reconcile Addresses Statistics Report _ Audit Reports Sp_lit Par cels z Setup View Onsite Service History: 1❑ [2 All Years r Include Inactive Component Flags Review Questions Show All ice` Reports Send More Applications Service History - 1 Year Date Report Type Entered Gallons Recorded or Date Pumped By Disposal Comments Serviced Site 11/14/2013 0 Coastal "Inspection"* Water level is low due Edit - 12:58 PM Engineering to low use. Checked _ " 'Print 10/10/2013 Co., Inc. the pump and zone Email Report' 11:00 AM ------ valves manually.The Using: The system could not be Web Site cycled due to the low level. 10/2/2013 System No service No service event vw%wmag l' 12:00 AM Generated recorded reported within service add Comments' 10/2/2013 schedule: 04/29/2013 12:00 AM to 10/01/2013. Notes: No service event was recorded by the system for this component: Drip Distribution Systems 6/1/2013 System No service No service event i View 12:00 AM Generated recorded reported within service Add Comments 6/1/2013 schedule: 05/31/2012 12:00 AM to 05/31/2013. Notes: No service event was recorded by the http://www.carmody.biz/pump/Service_History.aspx?permit_id=1616851&cidd=6352882... 2/24/2014 CarmodyTM Service History Page 2 of 2 system for this flag: Maintenance Contract 5/20/2013 0 Coastal "Inspection" Seasonal home. Low Edit_ 12:44 PM Engineering water level. Checked Print 4/29/2013 Co., Inc. the floats and controls. Email Report' 9:00 AM ------ Inspected the Using: The hydraulic unit. Cleaned Web Site the effluent filter. Checked the condition of the septic tank.The system is operating properly. Total Gallons Pumped=0 This is a privately operated web site. Sponsorship does not constitute an endorsement from any participating regulatory agency. Copyright©2014 Carmody®.All rights reserved. Legal I Privacy htt ://www.carmod .biz/ um /Service Histo .as x? ermit id=1616851&cidd=6352882... 2/24/2014 P Y P p _ rY P P _ .y i -CarmodyTM Service History Page 1 of 1 Property History Property Information Property ID CEPle271 PER (Tracking Number) Name Christodoulo, George Site Address 271 Pleasant Pines Avenue Centerville, MA Service Statistics No Recorded Service History Service History -All Date Report Type Entered Gallons Recorded By or Comments Date Pumped Disposal Site Serviced 6/1/2013 System No service No service event reported within service 12:00 AM Generated recorded schedule: 05/31/2012 to 05/31/2013. 6/1/2013 12:00 AM Notes: No service event was recorded by the system for this flag: Maintenance Contract Total Gallons Pumped=0 http://Nvww.carmody.biz/pump/Service_History.aspx?pmode=l&permit_id=1629821&ha=... 2/12/2014 f EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES ON 7/08/08: C. John Schnaible, Coastal Engineering, representing Pamela and George Christodoulo, owner— 271 Pleasant Pines Avenue, Centerville, Map/Parcel 214-041-002, 0.57 acre parcel, four variances requested for house addition. John Schnaible and Steve Cook presented the plan with a new type of an I/A system, Perc Right System: The system provides environmental protection and the leaching tubing is only 6 inches to grade. The setbacks are: SAS from wetlands are 82 feet (18 feet variance), the setback of tank from wetlands are 76 feet (24 feet variance), and the pump chamber setback from wetlands is 91 feet (9 feet variance) with no increase in flow. It will remain a three-bedroom system. The new study is wide open (currently it is an existing office.) Mr. McKean pointed out that there is an irrigation well and it should be marked on the plan. Mr. Schnaible was unaware of it and will insert it (It appears to be right at the new addition and if it is not to be used they will have it removed.) Upon a motion duly by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the I/A septic plan with the following conditions: 1) a three- bedroom Deed Restriction must be'properly recorded, 2) a copy of the Deed Restriction must be submitted to the Public Health Division, 3) the plan needs to be installed in accordance to the DEP approval requirements, 4) a ` maintenance agreement must be submitted; 5) the maintenance agreement is the responsibility of the owner and must be conveyed that the responsibility is conveyed to each new owner of the property, and 6) a monolithic tank will be used. (Unanimously voted in favor.) QAMINUTES\EXCERPT OF MINUTESExcerpt BOH Jul 2008 271 Pleasant Pines Cent.doc No. ` 1C-! p Fee THE COMMONWEALTH OF MASSAC HUSETTS Entered in computer: ti. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes pplicatton for �Bigoml �§pgtem Coti0truction Permit Application for a Permit to Construct( ) Repair(/pgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. ;,71 p)P '"� Owner's Name,Address,and Tel.No. I i�PS C�,o is C&0-tr0t l�SowY r ��P oc)i01 v Assessor's Map/Parcel 2 , Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 17ovS�lsS -fQtOVA,3 10c Coczsdc� F�SY�r�r�NS s -71 s roe s -�sr Type of Building: Dwelling No.of Bedrooms �pLot Size �3jalfzC► sq. ft. Garbage Grinder ( ) Other Type of Building c9 `L`" No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil „^ t Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B.Dafid ofliealth. Si Date Vek Application Approved b 1 Date C9 Application Disapproved by: Date for the following reasons Permit No. ! aL C) Date Issued / 11,619 ----- --- ----z---------— --------------— ��� __ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance i THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( _,_ Upgraded ( ) Abandoned( )by VO✓t/6S 'W T_jr at 2 71 ?CPC SCYTT e-S A,9 P e P►)+Pf has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2001 � dated Installer ��D� ,G S s�IGv►J i- C Designer �o�S�L-1 Lars/ryrry/Nf t #bedrooms r-P ('' tY(� Approved design flog �Z V gpd The issuance of this permit shall not be construed as a guarantee that the system wi`, muct on as designnedd ,QC Date d I J 1 Inspector L � .c,�—}-C 1 YJ No. �f d 2�1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Di5po5al ,4bp5tem Con5truction permit Permission is hereby granted to Construct ( .) Repair ( t_< Upgrade ( ) Abandon ( ) System located at �?`7 1 r;�),CQ S wv+ 2­rS A o r t Nj, ''/V z' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply wiih Title 5 and the following local provisions or special conditions,, Provided: Construction m�}usstt'be completed within three years of the of this permit. Date !0 V 1 Approved by r - r F 1. Fee fHE COMM6kWEAL, F MAS- USETTS Entered in computer:, � - T '� Yes t PUBLIC HEALTH DIVISION OWN OF BARNSTABLE, MASSACHUSETTS -._Application for Mig;po.5at iipgtem Coft5tructiou Permit Application for a Permit to Construct( ) Repair( Pgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. -71 f2)tn A ao O- wner am's Name,Address,and Tel.No. c C ► am c scv-,r -P ac�S ��►���� llp C)o010 Assessor's Map/Parcel 2 J`! 111 .9 Installer's Name,Address and Tel No. Designer's Name,Address and Tel.No. TJOJCJ1GS /C Cx,S4C.1 NS•�vr,�/ENS �+ Type of Building: Dwelling No.of Bedrooms 3 Lot Size 93,1)00 sq. ft. Garbage Grinder ( ) Other Type of Building KCVS10 rkSift 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3?O gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S.cx �E`�Q' Description of Soil \C) ( iQ Nature of Repairs or Alterations(Answer when applicable) 105 C S 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 ealth. p Signed Date q le 0_ Application Approved bye Date E'U ` Application Disapproved by: Date for the following reasons i Permit No. 0 Date Issued 12/Ii3/09 THU 10:41 FAX 508 775 9974 BUSINESS CENTER CAPE COD Z 002 Town of Bari'as>table �O-1HE t Regulatory Services Thomas F. Geder,Director R&RNSTABLE, + MASS. a Public Health Division _ Thomas McKean, Director 200 Main Street, Hyannis,MA. 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit# 296 Assessor's MaplParcel Installer&Designer Certification Form Designer: (0 S ► a�1 Installer: Address: 'LIeO (Ashyift" Address: laA LMAp� . o���aN 5 � a• � , � o�� OnJ101(d _ � �_.�� �.D was issued. a pen-nit to install a ate) (installer) septic system at �.7 Pse �1 based on a design drawn by C c G (address) / dated • �� R��l . (designer) _ _ I certify that the septic system referenced above was installed substantial) according to ,. Ys Y g the design, which may include u.un.o.r approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Rewlation.s_ Plan revision. or certified as-built by designer to follow_ Stripout (if required) was inspected and the soils were found satisfactory. . W nr Mq�,�gcyG ller's Si ature �pf� U (n Ib. 1017 o Fc R� es1gner's ibgr at .re) (Affix p Here) PLEA RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CO PLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- 13UILTT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\offfce farms\designercerti.ficaTion form.doc 12/03/2009 THU 09:46 [TX/RX NO 71501 Z 002 1 r OASTAL NGINEERING TRANSMITTAL oMIPAK, INC. 260 Cranberry Hwy.,Orleans;MA 02653 508-255-6511 Fax:508-255-6700 www.ceccapecod.com To: Town of Barnstable_ Date: 12-03-09 Project No. C 16894.00 Regulatory Services Public Health Division . Via: ❑lst Class Mail ❑Pick up❑Delivery❑Fed Ex 200 Main Street Phone. 508-862=4644 Hyannis;M'A 02601:. Fax: 508-790-6304 Subject: Christodoulo Residence No.of pages to follow. 271 Pleasant Pines Avenue Barnstable,MA ❑Plans ❑Copy of Letter ❑ Specifications ❑Other ®,Installer& Designer Certification Form We are sending the following items: Copies Date No. Description l 12/03/09 Installer&Designer Certification Form Red Stamped and Signed Document These are transmitted as checked below: ❑for approval ®for your use ❑as requested ❑for review& comment ❑ Remarks: Cc: Douglas A. Brown By: John G. Schnaible,R.S. . Sean Roycroft George&Pam Christodoulo JGS/vsw .NOTE:-IF ENCLOSURES ARE NOT AS NOTED,PLEASE CONTACT US AT (508) 255-6511. D:I DOCI C168001168941 Correspondence)Trans-BarnstableHealth-InstallerCert-12-03-09.doc I 12/03/09 THU 10:41 FAX 508 775 9974 BUSINESS CENrrER CAFE COD 002 Town: of Barnstable Regulatory Services ° Thomas F. Geder,Wrector 331OW&TA`LE. Public Health Division 61 Thomas McKean, Director r� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Datc: Sewage Permit# Assessor's Map/Parcel ZlA tk , Lgstaller&Designer Certification Form mob... Address: 2 uJ �g Y Address: 3 Q ,-r.-x, !-ev s- t��y� j O L. z %4 5 � p• C �c , l c-e On � �,J was issued apermit to install a (dale) (lnstaller) septic system at A71 R kyam, :Rl - _r based on a design drawn by c. (address) q o, dated ` • �� i�• (designer) , I certify that the septic system referenced above was installed substantially according to 'the design., which may include minor approved clumges such as lateral relocation of the dictsibutioa). bo-c mnct/or coptie taxOr.- Stripout (if roquiraa) •trae iaepootad. grid t" coile were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' Iate=1 relocation of the SAS or any vertical relocation of any component cycten)•but;, accordance with State & T-ocal Regu,latioi,,s_ Plan revistor. or, certified-as;uuRT-by a.esigner to toll,ow." �;tnpout (if required) was inspected and the soils were found satisfactory. `�u er s Si atLue I�I�QIBLE G� U N alb. 1017 �FG RHO Fx ,± up HeL e)..._... PP(�F,AV ' 1ZN""URN 1111 RA IZ'N;STAH F. PTTRT..Tf_' HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS ItM AND AS- K1 I --.'�' 1-,4_K.1 I A K IN. W Wff 'liu V ED ii _ THANK YOU. q:\0fFcQ forms\designemenificaTJon form,doc 12/03/2009 TIRT 09:46 LTI/RJR NO 71501 Q002 ZOOf(Ij 9KINHHNIDN3 'IVISV00 OOL9 SSZ SOS XV3 92:OT 600Z/CO/9T f °F zHe raw Town- of Barnstable Barnstable 'y.AAr f LE,� A"medca Ch MAIM. Q 639, Board of Health °M 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 FAX: 508-790-6304 Wayne Miller,M.D. Paul Canniff,D.M.D. Junichi Sawayanagi Mr. John Schnaible, R.S. July 14, 2008 Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 RE: 271 Pleasant Pines Avenue, Centerville A= 214-041`-002 Dear Mr. Schnaible, You are granted conditional variances on behalf of your client, Pamela Christodoulo, to construct an onsite sewage disposal system with innovative/alternative .technology (Pere-Rite) at 271 Pleasant Pines Avenue, Centerville. The variances granted are as follows: SECTION 360-1 Town of Barnstable Code: The soil absorption system will be .located 82 feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required. SECTION 360-1, Town of Barnstable Code: The septic tank will be located 76 feet away from a wetland in lieu of the one-hundred (100) feet minimum separation distance required. SECTION 360-1, Town of Barnstable Code: The pump chamber will be located 91 feet away from a wetland in lieu of the one-hundred (100) feet minimum separation distance required. SECTION 360-18, Town of Barnstable Code: The septic system will not be placed in an area where there are four feet of naturally occurring.soils present throughout and above the maximum adjusted water table elevation. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Q:\WPFILES\SchnaibleChristodoulo271 PleasantPinesVariance2008.doc similar-type rooms which provide privacy, are considered "bedrooms' according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall submit a., maintenance agreement for the innovative system. (4) The maintenance agreement is the responsibility of the owner of`the property. (5) The system shall be installed in strict adherence with the standards contained within the MA DEP general use approval letter. (6) There shall be no irrigation piping in the area of the Perc-rite system. (7) The plans shall be revised to show a monolithic septic tank design. (8) The septic system shall be installed in strict accordance with the revised plans. (9) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. (10)These variances expire three (3) years from the date of the variance decision letter. It is the applicant's responsibility to obtain a disposal works construction permit within the three year period. The physical constraints at the site severely restrict the location of the system components due to the close proximity of wetlands. The applicant proposes to install innovative/alternative technology as part of the new onsite system, in an attempt to maximize the elevation of the system above the groundwater table. S inc er yours, 2. Wayn6 M' er, M.D. Chairma Q:\WPFILES\SchnaibleChristodoulo27I PleasantPinesVariance2008.doc Est€ 24024 F S 4-9 0-52157 DEED RESTRICTION WHEREAS,Pamela C. Christodoulo,Trustee of 271 Pleasant Pines Realty Trust u/d/t dated November 10,2003 and recorded in Book 17920,Page 251,with a mailing address of 105 Somerset Street,Boston,Massachusetts,is the owner of land and buildings thereon located at 271 Pleasant Pines Avenue, Centerville,Barnstable County,Massachusetts, and being shown as lot 2 on a plan entitled"Plan of Land in Centerville,Mass. as Surveyed for Robert J.Morse, Scale 1 in.=40 R.,August 17, 1967, .Nelson-Bearse-Richard Law Surveyors, Centerville" duly recorded-inBarnstable - County Registry of Deeds-in Plan Book 214,Page 23; WHEREAS,Pamela C. Christodoulo,Trustee of 271 Pleasant Pines Trust, as the owner of said lot have 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; i WHEREAS,The Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a 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. NOW,THEREFORE,Pamela C. Christodoulo,Trustee of 271 Pleasant Pines Trust,does hereby place the following restriction on the above-referenced land in accordance with the agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon successors in title: i 1. Pamela C.Christodoulo,Trustee of 271 PIeasant Pines Trust,may have constructed upon the lot a house containing no more than Three (3)bedrooms. 271 Pleasant Pines Trust agrees that this shall be a permanent deed restriction affecting Lot 2,located in Barnstable County,Massachusetts,and being shown on the plan recorded in Plan Book 214,Page 23. For title of Pamela C.Christodoulo,Trustee of 271 Pleasant Pines Trust,see the deed recorded in Book 17920,Page 256. Executed as a sealed instrument this day of September, 2009. 271 Pleasant Pines Trust Pamela C. Christodoulo,Trustee COMMONWEALTH OF MASSACHUSETTS Bye,ss. On this L'flJ day of Septebmer,2009, before me,the undersigned notary public, personally appeared Pamela C.Christodoulo,Trustee of 271 Pleasant Pines Trust, proved tgjme thro gh satisfactory evidence of identification, ItfPAI t ,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that.she signed it voluntarily for'its stated purpose. NoXbhIZf�Ld/� hWOF N.N Poo • �., •••.,°ra�nr uuuu$N i 'W r P�oFTHE Talyti I Town of Barnstable Barnstable BARNS-TABLE. • , �' MASS. �, Board of Health i639• �� A'fD MP1 a 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi July 14, 2008 Mr. John Schnaible, R.S. Coastal Engineering Co., Inc. 260 Cranberry Highway Route 6A Orleans, MA 02653 RE: . 271 Pleasant Pines Avenue, Centerville A= 214-041-002 Dear Mr. Schnaible, You are granted conditional variances on behalf of your client, Pamela Christodoulo, to construct an onsite sewage disposal system with innovative/alternative technology (Perc-Rite) at 271 Pleasant Pines Avenue, Centerville. The variances granted are as follows: SECTION 360-1, Town of Barnstable Code: The soil absorption system will be located 82 feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required. SECTION 360-1, Town of Barnstable Code: The septic tank will be located 76 feet away from a wetland in lieu of the one-hundred (100) feet minimum separation distance required. SECTION 360-1, Town of Barnstable Code: The pump chamber will be located 91 feet away from a wetland in lieu of the one-hundred (100) feet minimum separation distance required. SECTION 360-18, Town of Barnstable Code: The septic system will not be placed in an area where there are four feet of naturally occurring soils present throughout and above the maximum adjusted water table elevation. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Q:\WPFILES\SchnaibleChristodoulo271 PleasantPinesVariance2008.doc r s e F► L 3. similar-type rooms which provide privacy, are considered "bedroom' according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall submit a maintenance agreement for the innovative system. (4) The maintenance agreement is the responsibility of the owner of the property. (5) The system shall be installed in strict adherence with the standards contained within the MA DEP general use approval letter. (6) There shall be no irrigation piping in the area of the Perc-rite system. (7) The plans shall be revised to show a monolithic septic tank design. (8) The septic system shall be installed in strict accordance with the revised plans. (9) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. (10)These variances expire three (3) years from the date of the variance decision letter. It is the applicant's responsibility to obtain a disposal works construction permit within the three year period. The physical constraints at the site severely restrict the location of the system components due to the close proximity of wetlands. The applicant proposes to install innovative/alternative technology as part of the new onsite system, in an attempt to maximize the elevation of the system above the groundwater table. Sincer yours, Wayn 6 M' er, M.D. Chairma QAVvT FILES\SchnaibleChristodouloV 1 P1easantPinesVariance2008.doc �p IKE�p� DATE: i FEE: Y6/ g- • BARNSTABLE, 9$ 039. �0� REC. BY . - ATF°�"a Town of Barnstable CHED. DATE Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM , LOCATION 271 Pleasant Pines Avenue Property Address: . Assessor's Map and Parcel Number: 214 Size of Lot: 41-2 Wetlands Within 300 Ft. Yes x Business Name: No Subdivision Name: APPLICANT'S NAME: Pamela C. Christodoulo Phone Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Pamela C. Christodoulo John G. Schnaible, R.S. Name: Name: 105 Somerset Street Coastal Engineering Co. , Inc. Address: Belmont, MA 02148 Address: 260 Cranberry Highway, Orleans, MA 02653 Phone: Phone: 508-255-6511 VARIANCE FROM REGULATION(List Res) REASON FOR VARIANCE(May attach if more space needed) (See Attached Variances Requested List) Proposed additions encroach on existing sewage disposal system. NATURE OF WORK: House Addition R1 House Renovation ❑ Repair of Failed Septic Ivstem ❑ Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) t 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 cciiiiied unaii at least ter,days prior to riieeiin�date at applieant's experisc -- NPR r' � N � NN N i (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. � ,1Q A .� REASON FOR DISAPPROVAL Wayne A.Miller,M.Q � D g4r-e-- 1"I i ! "lp �r�P4q� 5J$(�`^ �0�+1g'as \Docurpent�a7id\St�Ci C', c9�j�Locat Set \T�mporSa��y ID^rnet Files\OLKFB\VARI��Q.�(7CrC�diCL -fa h tll1J fl �•— 4r -�-•� Y �- A>e�— a- e 6"J) P he phm--�� 4—vo y. t,.. I C16894.00:BOH Variance Request Pamela C. Christodoulo,271 Pleasant Pines Avenue,Barnstable,MA Variances Requested List TOWN OF BARNSTABLE OF HEALTH REGULATIONS 360-1 Setback Requirements: - Leaching Facility Less than 100' from Wetland (82': 18' Variance Requested) - Septic Tank Less than 100' from Wetland (76': 24' Variance Requested) - Pump Chamber Less than 100' from Wetland (91': 9' Variance Requested) 360-18 A Restrictions: The 4' depth of naturally occurring pervious soil must be above maximum groundwater elevation. (Request variance that 44' suitable sdils be below-maximum,groundwater elevation). Page 1 of 1 OAST Ald NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineerin-Company.com Orleans 508-255-6511 ■ Provincetown 508-487-9600 Hyannis 508-778-9600 ■ Fax 508-255-6700 June 17, 2008 C 16894.00 Barnstable Board of Health Barnstable Town Offices 200 Main Street Hyannis, MA 02601 Re: Board of Health Variance Justification Proposed Additions to an Existing Dwelling(no increase in flow) and Sewage Disposal System Upgrade Pamela C. Christodoulo 271 Pleasant Pines Avenue Barnstable(Centerville), MA Map 214/Parcel 42-1 Dear Board Members: Our client, Pamela C. Christodoulo,is requesting to add first floor additions and a second story addition to their existing home at the above referenced property and requests variances from Barnstable Board of Health Regulations to do so. Proposed is an increase of living space,but no increase in bedrooms, therefore no increase in flow. The existing floor space is approximately 2300 S.F. The proposed floor space, excluding the garage, is 3076 S.F., an increase of 776 SY or 33.7%. A first variance is requested from Regulation 360-1, setback requirements. Due to the proximity of the wetlands and the configuration of the lot,the horizontal distances between the components and the wetland cannot be met. The same degree of environmental protection can be met with a septic tank and pump chamber since both components are to be watertight,therefore,no sewage will enter the groundwater or the lake. The same degree of environmental protection will be provided with a unique type of soil absorption system. A drip irrigation type of soil absorption is proposed. The effluent will be spread throughout the leaching area and will be placed within 6 inches of grade to provide maximum aeration, nitrogen uptake, and filtering through the B soil horizon. The vertical separation between adjusted high groundwater and the bottom of the drip irrigation system is 5 feet(the present soil absorption is 2 feet above groundwater). The horizontal distance has between maximized between the wetland and the soil absorption system and.based on the town groundwater contour maps the gradient is the east, away from the Wequaquet Lake. 111C SCGUfId V4t`Ia11Ce 1`CgUGSIeU IJ 1Colll AegulQLI.UII 360-10 (Restrictions' lcyulriiig 4 lccl of suitable soils above maximum groundwater. There is 4 feet of naturally occurring soil,however, it is below maximum groundwater elevation. We are requesting a variance from this regulation. A percolation test performed in more restrictive soils above groundwater found the pert rate to be less than 2 minutes per inch. The suitable soils below the groundwater were sieved and found to be a fine to medium sand. There is to be no filling of the lot, however,there will be soil removal and replacement directly under the soil absorption system. In addition, the lot is presently improved with a 3 bedroom home and will remain a 3 bedroom with a sewage disposal system upgrade. ■Providing solutions for the benefit of offer-clients and com.-n unity■ Coastal Engineering Co., Inc. respectfully requests that the Board of Health approve the requested variances. A representative will be at the public hearing on July 8, 2008 to present the plan and address any questions you may have. Very truly yours, CO TAL NGINE G 0. John G. n ible,RIS. JGS/cam cc: Pamela C. Christodoulo-Applicant/Owner Steven Cook, Cotuit Bay Design, LLC Sean Raycroft, Builder John Kenney, Esq. D:IDOCIC16800V 68941PermittinglBOHV 20081 Variance Justification.doc f Groundwater Analytical. inc. P.O.Box 1200 1 r Buzzards Main Street ® ,~—st� Buzzards day. RiiA 02532 Telephone (508)759-4441 FAX(508)159-4475 May 14, 2008 i•:i1l'L rvUt?d:'iai8 r2.nalytical.Co71 Mr.John Schnaible Coastal Engineering, Inc. -y 260 Cranberry Highway Orleans, MA 02653 LABORATORY REPORT Project: Christoao-.a!o/C168.01 Lab ID: 116847 Received: 05-05-08 Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for Standard turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC or NVLAP standards, except as may be specifically noted, or described in the project narrative. The analytical results relate only to the samples received. This report may only be used or reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, pleas&do not hesitate to contact me. Sincerely, 4/ Eric H. Jensen , Operati'ns Manager 1 EH)/elm��, Enclosures' Page 1 of 8 G :OUlakV1 W1 3 E R a ANY T (CA L Sample Receipt Report Project: Christodoulo/C16894 Delivery: Hand Temperature: 24.1°C Client: Coastal Engineering,Inc. Airbill: n/a Chain of Custody: Present Lab ID: 116847 Lab Receipt: 05-05-08 Custody Seal(s): n/a Lab ID Field ID Matrix Sampled I Method Nofes 116847-1 271 Pleasant Pines Rd Soil I 5/2108 11:00 (Grain Size-Sieve Only Con.!D � Contain—vendor QC Lo+. Presery QC Lot I Prep Ship j C1077095I 1 L Plastic n/a n/a None n/a j n/a n/a Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 2 of 8 . 1 1 ANALYTICAL Client: Groundwater Analytical Project: Coastal GeoTesting Location; Project No: GTx-8188 express Boring ID:5/2/08 Sample Type:jar Tested by: ap Sample I0:271 Pleasant Pines Rd Test Date: OS/07/08 Checked By: jdt Depth: --- Test Id: 130411 Test Comment: --- Sample Description: Moist,light brownish gay sand Sample Comment: --- C�arti:ie Size Analysis - ASTM D --IT22-63 (reapproved 2002) C v1 7 n 1!l m]n 100 ... .. O O a at at at nc f t 70 4i 60 LL 50 .... U a 40� 30 20�-i � j 10 i oIT 1000 100 110 1, 1 0.1 0.01 0-001 (rain size(nrri) %Cobble %Gravel %Sand %sa&pay Size 83.7 --- - _.._ D6s=4.2200 mm D3o=0.2169 mm D.]$n 39.00 100 Ds. 12.50 9) Dco=O.4814mm D15=0.1551mm o�]s� 9.SD az Dso=0.3487 mm D10=0.1201 mm Cu =4.008 Cc =0.814 •:D D.es ss �_� i Classification ASTM Pooliy graded sand(SP) lW D,1s 16 i n90 D.15 :� j :znD D.ms 1 I AASHTO Fine Sand(A-3(0)) Sample/Test Descriotlon Sand/Gravel Particle Shape:ANGULAR Sand/Gravel Hardness:HARD GeoTesting Express, Inc., 1 145 Massachusetts Avenue, Boxborough, MA 01719. GeoTesting Express is not NELAC accredited. Page 3 of 8 f caP e aad B evd'i tl m ANALYTICAL Project Narrative Project: Christodoulo/C16894 Lab ID: 116847 Client: Coastal Engineering, Inc. Received: 05-05-08 14:30 A. Documentation and Client Communication The following documentation discrepancies, and client changes or amendments were noted for this project: 1 Sample 116847-01 was reported as '271 Pleasant Pines Rd' as indicated on the container label. B.Method Modifications, Non-Conformances and Observations The sample(s) in this project were analyzed by the references analytical method(s), and no method modifications, non-conforrnances or analytical issues were noted,except as indicated below: 1 Project Non-conformance. Project 116847 was received at a temperature of 24.1°C. This measurement is outside the recommended range of 2-6°C. Groundwater Analytical, Inc., P.O. Box 1200, 228 (Main Street, Buzzards Bay, MA 02532 Page 4 of 8 VAS1{{F�ACcT , AL NGINEERING UMPANY, INC. 260 Cranberry Highway(Rie. 6A),Orleans, MA 02653 _ % v%%?.CoastalEngineeringConipany.coni Orleans 508-255-651 I Provincetown 508487-9600 • Hyannis 508-778-960d Fax 508-255-6700 June 12, 2008 C 16894.00 Board of Health Barnstable Town Offices 200 Main Street Hyannis, MA 02601 Re: Authorization For Representation Proposed Additions to an Existing Single Dwelling, Driveway Modifications, Mitigation, New Sewage Disposal System, and Associated Utilities Pamela C. Christodoulo 271 Pleasant Pines Avenue Barnstable(Centerville),MA Map 214 /Parcel 41-2 Dear Board Members: This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the Barnstable Board of Health. Very truly yours, a , Pamela C. Christodoulo D:tDOC1CI6800U6894'PermiiiingOOH i'F 008st80Hi'-Rep.9irtlt Ltr.doc c ■Pl'Uvhd f.e-soltitions for the benefit Of ow-Clients and con? nnin tY■ GASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngiiieeringConipany.com Orleans 508-255-6511 Provincetown 508-487-9600 m Hyannis 508-778-9600 C Fax 508-255-6700 June 17,2008 C 16994.00 ABUTTER NOTIFICATION Re: Board of Health Variance Request Proposed Additions to an Existing Dwelling(no increase in flow)and Sewage Disposal System Upgrade Pamela C. Christodoulo 271 Pleasant Pines Avenue Barnstable(Centerville), MA Map 214/Parcel 41-2 Dear Board Members: On behalf of our client,Pamela C. Christodoulo, we are requesting the following variances from the Barnstable Board of Health Regulations and Title 5, Massachusetts State Environmental Protection Code,to install a Sewage Disposal System at the above referenced property. The requested variance is: 360-1 Setback Requirements - Leaching Facility Less than 1.00' from Wetland (82': 18' Variance Requested) - Septic Tank Less than 100' from Wetland (76': 24' Variance Requested) - Pump Chamber Less than 100' from Wetland(91': 9' Variance Requested) 360-18 A - The 4' depth of naturally occurring pervious soil must be above maximum groundwater elevation. (Request variance that 4'.suitable soils be below maximum groundwater elevation). The application and plans are available-for review at the Barnstable Board of Health Office located within the Barnstable Town Offices,200 Main Street,Hyannis,MA.Information may also be obtained by contacting our'office. This hearing is currently scheduled July 8, 2008 beginning approximately 3:00 p.m. at the Barnstable Town Hall in the Hearing Room. Very truly yours, j COASTAL ENGINEERING CO., INC. Catherine A.Morey i cc: Barnstable Board of Health Pamela C. Christodoulo -Applicant/Owner Steven Cook,Cotuit Bay Design, LLC Sean Raycroft, Builder John Kenney, Esq. John G. Schnaible,R.S.,Coastal Engineering Co., Inc. D:IDOCIC16800V 68941PermiuiaglBOH6'20081A6utter Note.doc ■Providing solutions for the benefit of our clients and connnunity■ ,butterReport http://,www.town.barnstable.ma.us/arcims/appgeoapp/AbunerReport.a... Board 'of Health}Abutter List for Map & Parcel(s): '214041002' Direct abutters (no set distance) and the properties located across the street. �I Total Count: 8 �1 Close ......._ . ...... .... ......._. ........ ......... ... ..... ...... ...... Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip 214041002 CHRISTODOULO, 105 SOMERSET ST BELMONT, MA PAMELA C TR 02148 214041T01 SWANSON, LYLE A& LACIMA 15 TRUJILLO ALTO PUERTO RICO, . CYNTHIA R 00976 214041W01 SWANSON, LYLE A& LACIMA 15 TRUJIILO ALTO PUERTO RICO, . CYNTHIA R 00976 214064T00 SWANSON, LYLE A& LACIMA 15 TRUJILLO ALTO PUERTO RICO, . CYNTHIA R 00976 233007 MARKEY, WILLIAM F NICKULAS, LARRY D 1 MARGAUXS WAY NORFOLK, MA JR ET AL& 02056 234001001 LEVINE, IAN D& 4 WISHERBEE LN SOUTHBOROUGH,' KERI D MA 01772 234018T00 NKINS,JAMES A TR JENKINS,JOHNS 227 PINE ST �V BARNSTABLE, MA 02668 234018W00 &NKINS,JAMES A TR JENKINS,JOHN S 227 PINE ST W BARNSTABLE, MA 02668 ....... _......_..... ... _...... ............. .. ............_ _.. ......_....... _ ............ ..... ......... ............. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/11/1001. 1 of 1 5/22/2008 11:15 AM Map http://www.town.barnstable.ma.us/arcims/appgeoapp/map.aspx?property1D=214041002KIn... Town of Barnstable Geographic Information System New search Home I Help Parcel Viewer Custom Map Abutters Map SizeMIN Zoom OutJMJJ l M fl In : Rr #, = Map' 214 Parcel: 041 - 002 Full C+� r R. —_]_PG Property Location: 271 PLEASANT PINES AVE Info I � Owner: CHRISTODOULO, PAME:LA C TR Add/Subtract t: Add Mailing Labels c3 6 Subject Parcels ( Abutter List —S->fbtract 4 `u7 ` Map &Parcel 214041002 Location 271 PLEASANT PINES AVE Owner CHRISTODOULO, PAMELA C TR '. Map & Parcel 214041T01 I° aT 1 Location 277 PLEASANT PINES AVE A 5 Owner SWANSON, LYLE A &CYNTHIA R - a Map &Parcel 214041WO1 57° ua a 5 Location 277 PLEASANT PINES AVE Owner SWANSON, LYLE A &CYNTHIA R tr cl ? Map &Parcel 214064TOO Location 160 LAKEVIEW DRIVE Owner SWANSON, LYLE A &C:YNTHIA R Map & Parcel 233007 Location 0 PLEASANT PINES AVE Owner MARKEY, WILLIAM F JR ET AL& 0 601 Feet "`a �� � des Map &Parcel 234001001 I Location 232 PLEASANT PINES AVE � Owner_ LEVINE,IAN D & K.ERI D.. Board of Health �?= Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.3058 [Production] 1 of 1 5/22/2008 t 1:16 AN r At (M- 21 5-'t v O• y cou•eevAt�ou LL i,ZePG 4 e Applicant: Pamela C. Christodoulo Address: 271 Pleasant Pines Avenue Barnstable(Centerville),MA Map 214/Parcel 41-2 1 1. G P i U^ {•t5 i vp (P. of M-y14-I) I V 4 1 coo i \ 1.le3AC_ i �•' OMEN. `` \ -N �g i,p, tb0 3.60AC-5 � _ r�lfe.��3 1p 4• �T e � ` i (09 Ae 'V tS• (Oct dal 10 '}' n .� 16 l9 35 AC le 2 �Z IQ P 70 1 I /'! f +22 {,00Ar_ wx 00 ` . s 33 59 w O• � Ixr tp 3 , n 1,le3AC ry^3 OOO ate z 4C 35 61 © r ® Q 20 N � 36 Ac Q & 40 7 AC L51 A: 4 (EE N P %47 AC 3d,•1 58-i 5g N L 03AG I.07&C S i t.O1AC 2. iao n r. a 6 q` 1s1 o e H al isc - •bRtYE � yip ' S9 roo -:o �t�41yh 44Wt 43wa, 42wp yA�O 4lwa•r 4 � ,?. . 46 30 .21AC-S .`09.c .+o ® .35lrt 22 AC iv y O M o 444 o 43co a2co �'} p le 2 4 i7 45.G�� 65 ACr5 4ZAC S 5qK ,1L qI-Z tip 146 tG y .%I AC i y . qtA 140•8 � & +4 ro �°. Epp-• a._ r-i� 15 i�-� tM..;-• £.7 0, LAt7 ND.VS69: 13 V REV. by AVIS 1910 s� o,113INAL ISSUE; lea's lS8 218 Y38 Lz=r, LY-¢ L]•2. So. M4 2i4 234 "'I: d• Z toy 21a 7S3 r A C�7"+ T O ASJAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEnaineeringCompaiiy.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 ■ Fax 508-255-6700 June 17,2008 C16894.00 Barnstable Board of Health By Nand Delivery Barnstable Town Offices 200 Main Street Hyannis,MA 02601 Re: Board of Health Variance Application Filing Package Proposed Additions to an Existing Dwelling(no increase in flow)and Sewage Disposal System Upgrade Pamela C.Christodoulo 271 Pleasant Pines Avenue Barnstable(Centerville),MA Map 214/Parcel 41-2 On behalf of our client,Pamela C. Christodoulo,we are submitting an original plus 3 copies of a Board of Health Variance Application Filing Package,an original check for municipal filing,and 4 copies of the plan for the above referenced project. The following items are enclosed: • Board of Health Variance Application • Variances Requested List • Board of Health Variance Justification Letter • Copy of Sieve Analysis Report by Groundwater Analytical,dated 5/14/08 • Authorization for Representation Letter • Abutter Notification Letter and Certified Abutter List • Assessor Map 214,identifying locus • Copy of$85.00 check made payable to Town of Barnstable for filing fee • Existing floor plans entitled,"Christodoulo Residence",prepared by Cotuit Bay Design,LLC,sheets EX1 &EX2,dated 3/14/08&3/4/08 • Proposed floor plan entitled,"Christodoulo Residence",prepared by Cotuit Bay Design,LLC,sheets AI-A4,dated 6/l/08 • Plan entitled,C2.1.1,"Sewage Disposal System Plan",dated 6/10/08 • Plan entitled,C2.4.1,"Plan Showing Proposed Sewage System Details",dated 6/10/08 Please schedule this for the July 8,2008 public hearing. If you have any questions or require additional information,please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO.,IA. CAA Catherine A.More Enclosures: As Stated cc: Pamela C.Christodoulo-Applicant/Owner Steven.Cook,Cotuit Bay Design,LLC Sean Raycroft,Builder John Kenney,Esq. John G. Schnaible,R.S.,Coastal Engineering Co.,Inc. D:IDOCIC16800V 68941 PerniittingiBOHV 2008W pp Trans Letter.doc ■Providing solutions for the benefit of our clients and community■ P- 02 = Town of Bea rnsta ble w P# Department of Health,Safety,and Environmental Services i►re � � � Public Health Division 367 Main Street,I lyannis MA 02601 Date S aw AnttrABl$ �Fo t`� Date Scheduled ob Time Fee Pd.- -SO i-I S,.a w�,.i�t, ,q ""-�' ilsessrrzerzt jo Sewage Disposal Performed By: V f��{ 5 ��.\GV� . _ Witnessed By: LO:GATION c4d'GENER IL YNFURMA<T�ON L ocation Address �� � ,``'' .. ���� ll``\G5 QV� Owner's Name (aI'e1S�C�►D J�' 1 Address � ] Map/Parcel: 'ZI I \ Lr�J �'� �l P F:ngincer's Name1P l ,- 1 STRUCTION x REPAIR l- fY •.prr�� Telephone N Land Use � • _ slopes(%)_ + 3 Surface Stones .�. U 1 Distances from; Open Water Body�� •.i li Possible Wet Area�_ On-!' d t R Drinking Water Wcll t n Drainage Way Q tt Property Line ' I_�R Other R SKETCH:(Street name,dimensions orlot,exact locations or(cst holes&Pere tests,locate wetlands in proximity to holes) IDO VA —06A ,mnermad'x � \ ary 7 \` 30 / M fUlM obi Z /s/ew w t + m rMn � \ a4 A m VIL I a Parent material(geologic) � A,/++CJ µ� r Z d Q r f O'AQ(!t:',LAT Depth to:'3edrock Depth to Groundwater: Standing Water in Hole: V ` Weeping from Pit Face J Estimated Seasonal High Groundwater �1 �. S •g DETERMINA'I'T0 FOR:SEAS,ONAT: HIGH W, TER..:TABLE Method Used: .. - .:. _ :...._._,.:.....:.:. . Depth Observed standing in obs,hole: Depth to weeping from side orobs.hole: in. Depth to soil mottles: lone.. Well B RPadine Date: __ if'. Groundwater Adjustrn Index H Well level Atli factor -- _- ent Adj (rroundwater 1-evcl.0-n.rj y�Q PERCO>.AI IOI TEST'.. vote Time W`� �i•�A � Observation Hole H Time at 9" o j I. ' �•� ++ Depth P rPcrc � Time at 6" — �� Start Pre-soak Time n es O 7 b Rj(j�l''iQ� l1 Time(9"-6") e• F,nd Pre-soakL. Ralc Min./Inch 47. - k'4') Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) I Copy: Applicant Original: Public llcalfh Division Observation Hole Data To Be Completed on Back -i�-- -00 12 : 40 BARNSTABUE HEALTH KEPT SOS/'JUb3U4 r _ u • ,: I��Er OBs�nVArYOty �tOL�x�0�; ,xg(n>le#. . Dcplh fmm Soil I lorizon Soil Texture Surl:rcc(In.) Soil Cnlnr Soil Other (USDA) (Munsell) Mottling (Structure,Stones, Boulderes. — � lenev-%.Gravcll - 3 b6 L �i 1 Soy► ►p�Q(�to p ow DEEP,OBSERVATION H2OL,.E LOG Depth rrnm Soil Horizon Soil'i'exturc Soil Color Soil Odicr Surface(in.) (USDA) (Munsell) Mottling (Structurc,Slnnes,Bouldcres. i e %Gravel) `����� . b b DEEP OBSERVATION.I4OLF LOG IIo1e# Depth from Soil Florizon Soil'rexture Soil Color Soil : Other Surface(in-) (USDA) (Munsell) Mottling (Stnrcture,Stones,Douldcres. ltsistencv-%Gravel) DEEP 0I3SERVA.T.ION HOLli.LO.G Hole# Dc(tllr from Soil I lorizon Soil"Texture Soil Colnr Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes, pSislencv.%Graven I Flood Insurance hate Maw Ahovc 500 yenr flood boundnry No_ Yes/ W ilhin 500 ycnr boundary No_ _ Yes Within 100 ycnr flood boundnry No Ycs Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi I"material exist in all areas observed throughout the area proposed for the soil absorption system? ' pSPr,p o\.k smq& 1 f not, wllnt is the depth of naturally occurring pervious material? Certil'ication QQ GR J I certify that otl date) aye p ssed t soil evaluator examination approved by the Department of f:nvironmen Pr lecti n and tl t the ove analysis was performed by me consistent with the required training, ex rtise nd p ienc a crib in 310 CMR 15.017. Signature Date I' 1 RT Groundwater Analytical, Inc. ANALYTICAL P.O Box 1200 , 228 Main Street Buzzards Bay,MA 02532 Telephone(508)759-4441 FAX(508)759-4475 May 14 2008 www.groundwateranalytical.com x .m Mr.John Schnaible Coastal Engineering, Inc. w �- 260 Cranberry Highway Orleans, MA 02653 & _ LABORATORY REPORT »_~_.£... Project: Christodoui-fr16894 Lab I D: 116847 Received: 05-05-08 Dear John: Enclosed are the analytical results for the above referenced project. The project was processed for Standard turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC or NVLAP standards, except as may be specifically noted, or described in the project narrative. The analytical results relate only to the samples received. This report may only be used or reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, 4 Eric H. sen Operatib ns Ma ager EHJ/elm` Enclosures Page 1 of 8 GROUNDWATER ANALYTICAL Sample Receipt Report Project: Christodoulo/C16894 Delivery: Hand Temperature: 24.1°C Client: Coastal Engineering,Inc. Airbill: n/a Chain of Custody: Present Lab ID: 116847 Lab Receipt: 05-05-08 Custody Seal(s): n/a Lab ID Field ID Matrix Sampled Method Notes 116847-1 271 Pleasant Pines Rd Soil 5/2/08 11:00 Grain Size-Sieve Only Con ID Container vendor QC Lot Presery QC Lot Prep Ship. IC10770951 1 L Plastic I n/a n/a None n/a n/a n/a i Groundwater Analytical, P.O. Box 1200 228 Main Street Buzzards Ba MA 02532 Y Inc., Y� Page 2 of 8 GROUNDWATER ANALYTICAL Client: Groundwater Analytical GeoTesting Project: Coastal Location: Project No: GTx-8188 express Boring ID:5/2/08 Sample Type:jar Tested By: ap Sample ID:271 Pleasant Pines Rd Test Date: 05/07/08 Checked By: jdt Depth: --- Test Id: 130411 Test Comment: --- Sample Description: Moist,light brownish gray sand Sample Comment: "-- Particle Size Analysis - ASTM D 422-63 (reapproved 2002) L C _ N C^ O O r V31�1 Q N V � N 10Q 00 90 .. .. ..... tt i. 80T ; 70+ . m60 LL m 50 ... .. a 40 30 1oT 1000 100 10 1 0.1 0.01 0.001 Grail Size(mm) %Cobble %travel %Sand %sat B clay Sim __. D85=4.2200 mm D30=0.2169 mm O.i51n 19.00 390 asu 325o 91 Duo=0.4814mm Dls=0.1551mm 0375 9.w 92 D50=0.3487 mm Dlo=0.1201 mm es 4.}s ee "ao 2." )6 Cu =4.008 =0.814 s2o o.es s9 Classification ao o..z se ASTM Poorly graded sand(SP) sco o.zs 35 ', i 300 0.35 1! :zoo o.ovs 3 AASHTO Fine Sand(A-3(0)) Samote/Test Descrlottan ' Sand/Gravel Particle Shape:ANGULAR Sand/Gravel Hardness:HARD GeoTesting Express, Inc., 1145 Massachusetts Avenue, Boxborough, MA 01719. GeoTesting Express is not NELAC accredited. Page 3 of 8 GROUNDWATER ANALYTICAL Project Narrative Project: Christodoulo/C16894 Lab ID: 116847 Client: Coastal Engineering, Inc. Received: 05-05-08 14:30 A. Documentation and Client Communication The following documentation discrepancies, and client changes or amendments were noted for this project: 1 . Sample 116847-01 was reported as '271 Pleasant Pines Rd' as indicated on the container label. B.Method Modifications,Non-Conformances and Observations The sample(s) in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . Project Non-conformance. Project 116847 was received at a temperature of 24.1°C. This measurement is outside the recommended range of 2-6°C. I; Groundwater Analytical, Inc., P.O. Box.1200, 228 Main Street, Buzzards Bay, MA 02532 Page 4 of 8 a dolUllrT Yffir�(,� 228Main$t•eet RO.Box1200. 8ezrudsBay Pda02502 CHAIN OF CUSTODY RECORD. Talepho,ite 1508)759L4 4 t+FAX'(..G6) 09.4475 €` �1B�9ALYT'���L AND WORK o�DER '- Hnu� Projeci Namd: Firm�? TURNAROUND •� ANALYSIS BEQUE,$T• DO,A S\A�i` � �• tO.BuS:nss DHyS af - frel CAnsvr STANDAfD{ eln" Pro(Cct Numbut: grldr s: b'�"' ', PRIORITY(56usinosai}aysi c 1, "@ a g : r' r lyssln y eJ -��. , ,\,( � .. • " x� :' �Ci HUSH 1 b��x•.1, •A� auan c d ca i sl til aHurn wy�aai; a �'� a-r ': r r, ll- SsmpigrName: Gity Siarcl:0p jjf'(lTS. PteaseEinn!!i 3 t r-• _ .. ���' z `. i `sue" u r.ik i Please:i"AXto Pro act Mane r.`1. 1 �•,:.. '•,:.:� '� �` �%Talc bore; � g INSTRUGTIGN ear line f S Use separate eft. each eontatner(ex„epl replicates), C,GWAC}uc)e:_� z ' Sampling p 9 ..Alatrix Type .Centellaerts).,... - Presenatidn' Flfm `� 4x;° 'Sc2 r. 'ru .n' r '"" t t rJ n .5.`'C h-.,. :'.:s. ,r :'yaa :t rf \ 1 4 E [T ♦ aY:�' 5 a 5 .� 'LA90RATOtiY ��... '-:� •u � - _ ra � u E '� SAllhPi.E j ' ':... , m IDENTIFICATION •'� :k ', :.1„ - >:,a: .:.sa::. _r NliMBER, d €".', y tz ➢' $ .. rt .. , •....� �.=i. ::e .,:c ,: ..3 aS. e: Y f$.».. 2 .. 2 L :1' § it:^ G - w, w .. _ � ';?• <::.:, P.:r.:. :�;.� � _ c ;;.,(lab.;Use.fJri �� ..� ;} �?�� 8 A - e o .�". r_. >,::, ..r.�;-•:: a ^;.::..., ,..�@.y.,.td�;e � .� = ���:��, j`�, � a �.� _-6 �,��.q {1 3,� � g -' _.y.€ r� �.S +�•- qq 3• r�R', 3y� 3t m fi �t i g. ., «, »:..s 3 . ,N<,7 t ,, s, ,:, ,0� k M� �,.: .�.:: :; '3..,,• a.^a..,,,..�... ,t ,,,r..r.rt 7,�.%t y.s:r,. ,:�.. *k :.�,.,: �, r� � 7. '�.`�r',t`"' �`••, 'a:..r,. �b� a, ��� a r .�:°v �- ,,..;. � Tr.. r - ,,.v.�..•�«,:.,,'+..?<'a#'. , , ... . . L .�. �e✓s,' # `a4 _ ti'. a.+.,.� x� �•, f � "^ r Kill:c':�r �111 - - i s:. ,'; .t�'=r<• .5,.:. 51, D' •,4 ,.,...,.,... h<.. a-.. , ,..,..•t .d �+..t:, , _,. <:... ..,; ,:*Is F§ • <; ,,.mug .Yi'.,;..k , .. .. S.. rn r ar. i.1,.. ... ,.m, ... „ rz.,.,.:.:.,z-ra., �...:, .� ^ _& ., .. xq�r.^.c �, i� "7i t.. � " * .,c., �? � Y Y ,r '>�: „�'a', �n'� .r r,� 5.. .� 1. ��«.@','�;�" a'S�. r�.� r»..,'t RY .:� +x s--r;. # �:?' �.r 't.a«a.>"�a,a e y" e a� %�, .'�`` C r F ... f� * `ti ,+,_ m '. ` _ ._.mac'. N:,t .,,�>r. z s::-u.;t e;G�::�»^,z*'i <x' f s� 1;�. <U' a r.g REMARKS/SPECIAL INSTRUCTIQNS' DATA QUALITY QBJECTIVES ❑YES,C:1 NO MCP-Daa Derrlicalsfi rcyured,f. : :. Rogufatary'Pro tarn^<" +.['. m ,:_. CHAIN-OF RECORD 9 Project Specific QC N4l F"t: s pies sub nit;6tl subjecl'.lo St ndard.Tarms end.Con t I NO PACP Dihk ag Walrr Sarnp u:cndi:dad^... State Sianda s d f ons on i'eyerse hereof. Ocl erabisa J .9u aiory program;,and EPA.mst1 rrds ro urra pr0ieci.= a cw.s d b S .�,; r Y, Dale Tmze Receive.tr .... ,(z/ofdti4rtGRalysesraquiredu-pl(c[tetrnlecnonar:dfiri ,Elan'":> '���`�' .,t`-.'..:.; c ,.'r ::^aspsoiflcQt:Prdocls- if OGiri�uiJ.- - ,-...'.. :�:'a �''� .. -.: r 'J-"' � Rw,:eiprTeml,iratuie: P �cs) , f �@c(c _- ,, es Sampre,Dupbcalps , I�C7 C FRCP Gk�,tY5 t} 7 P4Y$i otrn ;,p taulx Sp kes.snd/or Mathx Spine CtupilcAles Getorato <Qt:is S''clo ry �+ w1Ans:yze.Duplicatesa»,ITnps61ank5nroyr,rf,pos:evere:,u:ta.. htE ('�;p9CFGYV•2f52 ,pM41!RA ,...,.noiprolactsp=ciiicunleks,prearrariad.P,,l'o)act;spara,C©C�: z e�c �ri.,.,�,n•,mi 1, a npias ars charged oh1i9 per sarppla;basis:Each R1S,MSQ"" Relipy r bed by; gate,;, Time goce ved M. o in aTAR4,�.,z,, f G rna.er Ccuni;_ aAtl Sample pupiraate'requires en'additlonai'samplealiquot YCS ONO,�1 RGPbat Caruf ationr qul 'pNl-1 `"�yDri•WJ'�igWatar§ — �~f,1` 'r h:,lastew afar:' , -,,.. a" ^t?io)eat:Spocil7c OC fie aircri ..'«"t RebngIf had by:' ",Dale Seleet on o)CC Sample T me-.:Receiwed by talioraQgy:: Sliim,n(yaiibill c ;;.. nature-: t"I AI 1;PlestuDlapostti ,f;1S mP�&CupSsatePleasa uas asmple - - Number: 4Ta red a-Mzerial t g !D M.elhod of ShlPmsnr:`�GWA Oour r C E Areas Mail{jFederal E preae Custody Sosl M3mx•Spike Dupl!ate G- - -e--- _,. :,. '}u-S s_'SJn:ui rl.� , ....� GROUNDWATER ANALYTICAL Quality Assurance/Quality Control l A. Program Overview Groundwater Analytical conducts an active Quality Assurance program to ensure the production of high quality, valid data. This program closely follows the guidance provided by Interim Guidelines and Specifications for Preparing Quality Assurance Project Plans, US EPA QAMS-005/80 (1980), and Test Methods for Evaluating Solid Waste, US EPA, SW-846, Update III (1996). Quality Control protocols include written Standard Operating Procedures (SOPs) developed for each analytical method. SOPS are derived from US EPA methodologies and other established references. Standards are prepared from commercially obtained reference materials of certified purity, and documented for traceabi I ity. Quality Assessment protocols for most organic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. All samples, standards, blanks, laboratory control samples, matrix spikes and sample duplicates are spiked with internal standards and surrogate compounds. All instrument sequences begin with an initial calibration verification standard and a blank; and excepting GC/MS sequences, all sequences close with a continuing calibration standard. GUMS systems are tuned to appropriate ion abundance criteria daily, or for each 12 hour operating period, whichever is more frequent. Quality Assessment protocols for most inorganic analyses include a minimum of one laboratory control sample, one method blank, one matrix spike sample, and one sample duplicate for each sample preparation batch. Standard curves are derived from one reagent blank and four concentration levels. Curve validity is verified by standard recoveries within plus or minus ten percent of the curve. B. Definitions Batches are used as the basic unit for Quality Assessment. A Batch is defined as twenty or fewer samples of the same matrix which are prepared together for the same analysis, using the same lots of reagents and the same techniques or manipulations, all within the sarne continuum of time, up to but not exceeding 24 hours. Laboratory Control Samples are used to assess the accuracy of the analytical method. A Laboratory Control Sample consists of reagent water or sodium sulfate spiked with a group of target analytes representative of the method analytes. Accuracy is defined as the degree of agreement of the measured value with the true or expected value. Percent Recoveries for the Laboratory Control Samples are calculated to assess accuracy. Method Blanks are used to assess the level of contamination present in the analytical system. Method Blanks consist of reagent water or an aliquot of sodium sulfate. Method Blanks are taken through all the appropriate steps of an analytical method. Sample data reported is not corrected for blank contamination. Surrogate Compounds are used to assess the effectiveness of an analytical method in dealing with each sample matrix. Surrogate Compounds are organic compounds which are similar to the target analytes of interest in chemical behavior, but which are not normally found in environmental samples. Percent Recoveries are calculated for each Surrogate Compound. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 6 of 8 GROUNDWATER ANALYTICAL Certifications and Approvals Groundwater Analytical maintains environmental laboratory certification in a variety of states. Copies of our current certificates may be obtained from our website: httl2://www.groundwateranalytical.com/qLialifications.htm MAINE Department of Environmental Protection,LB-0072 Asbestos Analytical Laboratory(Bulk) MASSACHUSETTS Department of Environmental Protection, M-MA-103 Potable Water and Non-Potable Water http://public.dep.state.ma.us/labcert/labcert.aspx Department of Labor, Asbestos Analytical Services,Class A Division of Occupational Safety, A A000195 http://www.mass.gov/dos/forms/la-rpt list aa.pdf NIST NATIONAL VOLUNTARY LABORATORY ACCREDITATION PROGRAM(NVLAP) NVLAP Lab Code 200751-1 Bulk Asbestos Fiber Analysis(PLM) littp://ts.nist.gov/Standards/scopes/plmtm.htm RHODE ISLAND Department of Health, Potable and Non-Potable Water Microbiology,Organic and Inorganic Chemistry Division of Laboratories, LA000054 http://www.health.ri.gov/labs/outofstatelabs.pdf Department of Health, Asbestos Analytical Service,Polarized Light Microscopy(PLM) Office of Occupational and Radiological Health,AAL-110133 http://www.health.ri.gov/envi ron ment/occupati onal/asbestos/I i censees/AsbestosAna lyti ca I Labs.pdf U.S. DEPARTMENT OF AGRICULTURE -J USDA,Soil Permit, S-53921 Foreign soil import permit Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 7 of 8 GROUNDWATER ANALYTICAL Certifications and Approvals MASSACHUSETTS Department of Environmental Protection, M-MA-103j Groundwater Analytical maintains MassDEP environmental laboratory certification for only the methods and analytes listed below. Analyses for certified analytes are conducted in accordance with MassDEP certification standards,except as may be specifically noted in the project narrative. Potable Water(Drinking Water) Non-Potable Water(Wastewater) Analyte Method Analyte Method 1,2-Dibromo-3-Chloropropane EPA 504.1 Chemical Oxygen Demand SM 5220-D 1,2-Dibromoethane EPA 504.1 Chlordane EPA 608 Alkalinity,Total SM 2320-B Chloride EPA 300.0 Antimony EPA 200.9 Chlorine,Total Residual SM 4500-CL-G Arsenic EPA 200.9 Chromium EPA 200.7 Barium EPA 200.7 Cobalt EPA 200.7 Beryllium EPA 200.7 Copper EPA 200.7 Cadmium EPA 200.7 Copper EPA 200.9 Calcium EPA 200.7 Cyanide,Total Lachat 10-204-00-1-A Chlorine,Residual Free SM 4500-CL-G DDD EPA 608 Chromium EPA 200.7 DDE EPA 608 Copper EPA 200.7 DDT EPA 608 Cyanide,Total Lachat 10-204-00-1-A Dieldrin EPA 608 E.Coli(Treatment and Distribution) EC-MUG SM 9221-F Fluoride EPA 300.0 E.Coli(Treatment and Distribution) Enz.Sub.SM 9223 Hardness(CaCO3),Total EPA 200.7 E.Coli(Treatment and Distribution) NA-MUG SM 9222-G Hardness(CaCO3),Total SM 2340-B Fecal Coliform(Source Water) MF SM 9222-D Heptachlor EPA 608 Fluoride EPA 300.0 Heptachlor Epoxide EPA 608 Fluoride SM 4500-F-C Iron EPA 200.7 Heterotrophic Plate Count(Source Water) SM 9215-B Kjeldahl-N Lachat 10-107-06-02-D Lead EPA 200.9 Lead EPA 200.7 Mercury EPA 245.1 Lead EPA 200.9 Nickel EPA 200.7 Magnesium EPA 200.7 Nitrate-N EPA 300.0 Manganese EPA 200.7 Nitrate-N Lachat 10-107-04-1-C Mercury EPA 245.1 Nitrite-N EPA 300.0 Molybdenum EPA 200.7 Nitrite-N Lachat 10-107-04-1-C Nickel EPA 200.7 pH SM 4500-H-13 Nitrate-N EPA 300.0 Selenium EPA 200.9 Nitrate-N Lachat 10-107-04-1-C Silver EPA 200.7 Non-Filterable Residue SM 2540-D Sodium EPA 200.7 Oil and Grease EPA 1664 Sulfate EPA 300.0 Orthophosphate Lachat 10-115-01-1-A Thallium EPA 200.9 pH SM 4500-H-B Total Coliform(Treatment and Distribution) Enz.Sub.SM 9223 Phenolics,Total EPA 420.4 Total Coliform(Treatment and Distribution) MF SM 9222-B Phenolics,Total Lachat 10-210-00-1-13 Total Dissolved Solids SM 2540-C Phosphorus,Total Lachat 10-115-01-1-C Trihalomethanes EPA 524.2 Phosphorus,Total SM 4500-P-B,E Turbidity SM 2130-B Polychlorinated Biphenyls(Oil) EPA 600/4-81-045 Volatile Organic Compounds EPA 524.2 Polychlorinated Biphenyls(Water) EPA 608 Potassium EPA 200.7 Non-Potable Water(Wastewater) Selenium EPA 200.7 Analyte Method Selenium EPA 200.9 Silver EPA 200.7 Aldrin EPA 608 Sodium EPA 200.7 Alkalinity,Total Lachat 10-303-31-1-A Specific Conductivity SM 2510-B Aluminum EPA 200.7 Strontium EPA 200.7 Ammonia-N Lachat 10-107-06-1-B Sulfate EPA 300.0 Antimony EPA 200.7 Thallium EPA 200.7 Antimony EPA 200.9 Thallium EPA 200.9 Arsenic EPA 200.7 Titanium EPA 200.7 Arsenic EPA 200.9 Total Dissolved Solids SM 2540-C Beryllium EPA 200.7 Total Organic Carbon SM 5310-B Biochemical Oxygen Demand SM 5210-B Vanadium EPA 200.7 Cadmium EPA 200.7 Volatile Aromatics EPA 602 Calcium EPA 200.7 Volatile Aromatics EPA 624 Volatile Halocarbons EPA 624 Zinc EPA 200.7 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Page 8 of 8 I� 1 'ECEIVFD COMMONWEALTH OF MASSACHUSETTS OCT 0 1 2003 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIR TOWN OF tS/ rDiE T. HEALTH DE PT. y DEPARTMENT OF ENVIRONMENTAL PROTECTION M w 7C, 0W TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner's Name: MICHAEL COCOMAZZI Owner's Address: 25 BUFFUM RD HANOVER MA. 02339 Date of Inspection: 9/9/03 Name of Inspector: (please print) JOHN GRACI,INC. Company Name: SEPTIC INSPECTIONS Mailing Address: P.O. BOX 2119 TEATICKET,MA. 02536 Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION STATEMENT 1 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: X Passes _ Conditit1ases _ Needs Faluation by the Local Approving Authority Fails Inspector's Signature:P g Date: 9/9/03 The system inspector shall submitthis 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 SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING ENOW AND EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. ****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. Titles 5 ImnPctinn Pnrm F/1 5/?nnn I Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X 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: SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. B. System Conditionally Passes: _ 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. n/a 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: n/a n/a 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: n/a n/a 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: n/a Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 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 I 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 n/a "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: n/a Page 4 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for alLinspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ X Liquid depth in cesspool is less than 6"below invert or available volume is less than %2 day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped NOT IN THE LAST YR-. X Any portion of the SAS, cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. _ X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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 Systems: 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 X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X 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. . a Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health _ X Were any of the system components pumped out in the previous two weeks X _ Has the system received normal flows in the previous two week period? X 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) X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out'? X _ Were all system components,excluding the SAS, located on site X _ 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 ? X _ 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 X _ Existing information. For example, a plan at the Board of Health. X _ 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 I Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: 2 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)):-Mier Sump pump(yes or no): NO t t Last date of occupancy: n/a COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO . Industrial waste holding tank present(yes or no): NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings, if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: NOT IN THE LAST YR. Was system pumped as part of the inspection(yes or no): NO If yes, volume pumped: n/agallons--How was quantity pumped determined? n/a Reason for pumping: n/a TYPE OF SYSTEM X 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): n/a Approximate age of all components, date installed(if known)and source of information: 1985 PER OWNER Were sewage odors detected when arriving at the site(yes or no): NO Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 BUILDING SEWER(locate on site plan) Depth below grade: 12" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints, venting,evidence of leakage, etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 4" Material of construction:_concrete_metal_fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: L 8' 6" H 5' 7" W 4' 10`1 Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle: 31" Scum thickness: 3" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 15" How were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): SEPTIC TANK AND ALL COMPONENTS ARE STRCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING NOW EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. GREASE TRAP: _(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): n/a 7 i Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX:X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE 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.): D-BOX IS UNDER ASPHAULT-RECOMMEND RAISING COVER-SYSTEM WAS VIDEO INSPECTED. PUMP CHAMBER: _(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.): n/a R Page 9 of 11 OFFICIAL INSPECTION FO RM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type n/a leaching pits, number: n/a n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a 1 leaching fields, number: FIELD n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments note condition of soil i( , signs of hydraulic failure, level of ponding,damp soil, condition of vegetation, etc.): THE LEACH FIEL D IS FUNCTIONING PROPERLY. SOIL PROBED DRY- SYSTEM SHOWS NO SIGNS OF FAILURE. 19' X 36' CESSPOOLS: (cesspool must be pumped as part of ins ection)(I ocate on site plan) Number and configuration: n/a to of liquid Depth— � to inlet P P uid Q invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): n/a 4 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 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. 0 v t� in Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV CENTERVILLE 02632 Owner: MICHAEL COCOMAZZI Date of Inspection: 9/9/03 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 0 feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record- If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: GROUNDWATER WAS DETERMINED AT 7' 2" - BOTTOM OF FIELD IS AT 5' -GROUNDWATER ELEVATION IS 34. 8/GRADE IS AT ELEVATION 40. SYSTEM PASSES AS PER BARNSTABLE BOARD OF HEALTH REQUIREMENTS BY.6 AS PER BOARD OF HEALTH-WHEN SYSTEM WAS INSPECTED IN 7/25/01 11 Fee__Or— -------- BOARD OF HEALTH TOWN OF BARNSTABLE ZppYicat ion-for Melt Con5truct ion Permit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: Location — Address 4j , (�QN t T{\ — Assessors Map and Parcel Owne _ Address � 3 bf7?dh6��C� �2lLGlNG T/1L �D�a��3 _4_��.��5 f?Z•¢ Installer.- Driller®�/ ' � --- — — -- -- --Address Type of Building Dwelling s/ 7 Other - Type of Building--------------- No. of Persons---------_____—__—__ Type of Well y K.44 41Q PX_ Capacity-- Purpose of Well--- �� — -- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until Certificate of Co pliance has been issued by the Board of Health. Signed date Application Approved By __—___— -)- ate Application Disapproved for the following reasons: -------------- -------- -- - —_ —._-------------------_—date Permit No. W Ud'� '- -� Issued-- �� ——date_—-- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of (Compliance THIS TO CERTIFY, That the Individual Well Constructed (�'Altered ( ), or Repaired ( ) by—-___ ® Q 25,C2/GCS ---------- ----- In ller at-- 07 7 /e C:�i —✓'v_, cam_ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -!N'�? Dated_�/6 U2_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE— F-LO:z — Inspector— - -- - - ------ —---—- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate Of Compliance THIS�WgTIFY, That the Individual Well Constructed (✓Altered ( ), or Repairedby— ( ) Installer . -------------------- at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well P of ction Regulation as described in the application for Well Construction Permit No.--w4G -0l)ated— -j o 2-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE ? Inspector— - ----_--_---- --A_--________ BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Confitruction3permit No. - -- Fee Az—_--- it Permission is hereby ranted ` to Construct (t-"),'Alter ( ), or Repair ( ) an Individual Well at: - ---------------------------- ---------------------------- Street as shown on the application for a Well Construction Permit No.- �/ a�. U o d -/o Dated- L U --_�^--- DATE— Boar of Health No. `� a U d __�U Fee -�- --�-------- BOARD OF HEALTH TOWN OF BARNSTABLE a ` Zipplitat ion for Vern Con5truct ion Permit Application is h reby made;for*a permit to Construct (v)!Alter ( ), or Repair ( )an individual Well at: Location f— Address 1w . �Av h S ;�3Lti Assessors Map and Parcel (moo('b `yiaz a .° — S ,�u c-i=uir, " cd lTT�h'a vC4 A4 - --- --- --- �/ Owner Address C 5/)io�i V/CZ /V i L 6 i.t./ InC. lew a�7B3 Installer — Driller Address Q Type of Building a O y/ ,00�2 Dwelling c/ Other - Type of Building---------------- No. of Persons-------------------_______ Type of Well 617 -- Capacity—---------- Purpose of Well---1-' ��r'4'4,) Agreement: (/ The undersigned agrees to install the aforedescribed individual well in accordance with the provisions,of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a,Certificate of Compliance has been issued by the Board of Health. Signed7 P(1 /� � .dat Application Approved By `^^"G w V� % --— ` -)L--- ate Application Disapproved for the following reasons: ----------_--_____--__ ____--_ date ---- (/ Permit No. a d.t �� — Issued date J, rKl 11'.5v I-A!. 5OU71n1.I8!I ,:FN1L'K1' 11 f:,1}3H--P1WiIAK. ;GJnl ,. nr� I w ' ' x I oy i Yt;i IVGtL ..........-•= WELL / ck Property oZ; Rr_ robert Fairchild jo,w4n.33 1985 . 271 pleasant Pines Ave. — Cellterville, MA 02632 Hcr ' Massachusetts Department of Environmental Management 109999 Office of Water Resources TYPE OR PRINT ONLY Well Completion Report . .WELL LOCATION GPS (OPTIONAL) /�LATITUDE LONGITUDE 4 Address at Well Location 10deA OvVE lei t(E f9✓6 .Property Owner. C_- - e4 i:?�Om AEO 1 Subdivision Name:, Mailing Address: c:?: g -gim Ad City/Town TL�i V�1-�-£�` :. CirylTownt C /3'1,� Assessors Map Assessors Lot# NOTE:Assessors Map and Lot#mandatory if no street address available Board of Health permif:obtained: Yes ^ Not Required ❑ Pemiit Numbei AOa ff� D-----j end- . 2.WORK PERFORMED 3.`PROPOSED:USE 4. DRILLING METHOD t` ew Well ElAbandon ElDomestic fi;Wrrigation r ❑ Cable uger ? Deepen ElRecondition ElMonitoring . ElMunicipal ❑ Air Hammer Q Direct Push ❑ 'Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud`Ftota '�,. ❑ Other S. WELL LOG Ir Unconsolidated Consolidated 6. SITE SKETCH (Use,-permanent landmarks with distances) H Permeability ` m From (ft) To o0ft g . Other Rock Type 1 7.WELL CONSTRUCTION 8. CASING r Total-Depth Drilled 36' From (ft) To (ft) Casing Type and Material Size O.D. (in) Well Seal Type Date Drilling Complete 1;5C. fA,4�0 love Ile- 9.SCREEN From (ft) To (ft) Slot Size Screen-Type and Material Screen Diameter 30 10.FILTER PACK/GROUT/ABANDONMENT MATERIAL 11.ADDITIONAL WELL INFORMATION From (ft) To (ft) Material Descr ptin Purpose Developed? Yes El No Fracture �. l Enhancement? ❑ Yes No Method t Disinfected? ElYes ,®"No 12.WELL TEST DATA(PRODUCTION WELLS) 13.STATIC WATER LEVEL(ALL WELLS) Yield ,Time Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM),��(hrs &.min) (Ft. BGS) (hrs&.min) (Ft. BGS) Date Measured Ground Surface (FT) 14. PERMANENT PUMP(IF AVAILABLE) 15.NAMFIADDRESS OF PUMP INSTALLATION COMPANY Pump Description v J�' v D��d Horsepower �-o rl�W P�.L,L« 1AL( , Pump Intake Depth >` r (ft) Nominal Pump Capacity (gpm) �( c� K/ f �yjA. l (a 3 16. COMMENTS 17. WELL DRILLER'S STATEMENT This well was drilled and/o bandoned under my supervision, according to applicable rules �. and regulations, and t is r ort is comple e a d correct to the best of my knowledge. DriIIe „Q E. / pervisin Driller Signature e istration 9 g 9 Firm: Date: // 9 Rig Permit#: I I I T la NOTE Well Completion Reports must be filed by the registered well driller within 30 days of well completion. -. :vBOARE71�OF'I1EA 'FH,COPYt;t-kY'k 4 ti� z < ti'' ,t. #[(4 a vi, t c .r .♦ .a c 4 s 1 t e \r 9! s A♦♦ . F i,i.i r ... •.i'=i* Y 1.», . .t T c, s F i - 14}.t X 4 # ENWIROTECMLABORATORMS,INC. MA CERT.NO.:M-MA 063 449 Rte.130 Sandwich, MA 02563 508(888-6460) 1-800 339-6460 FAX(508)888-6446 � 4Y1- 00� CLIENT. Michael Cocomazzi LOCATION: 271 Pleasant Pine Ave. ADDRESS: 25 Buffum Rd. Centerville, MA Hanover, MA 02339 COLLECTED BY: Desmond SAMPLE DATE: 4/23/2002 SAMPLE TIME: 3:00Pm WATER SAMPLE TYPE: New Well/Irrigation DATE RECEIVED: 4/24/2002 LAB I.D. #: 0204440 WELL SPECS.: 4"x 307 8' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria / 100ml 0 0 9222 B 4/24/2002 PH pH units 6.5-8.5 5.35 4500 H+ 4/24/2002 Conductance umhos/cm 500 273 120.1 4/24/2002 Nitrate-N mg/L 10.0 1.70 300.0 4/24/2002 Nitrite-N mg/L 1.00 < 0.004 300.0 4/24/2002 Sodium mg/L 28.0 40.0 - 200.7 4/24/2002 Iron mg/L 0.3 < 0.1' 200.7 4/24/2002 Manganese mg/L 0.05 0.028 200.7 4/24/2002 COMMENTS: Low pH indicates high corrosive characteristics. Sodium level is not a health hazard. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than Date�L/�-- >=greater than IR4nald J. Saari TNTC=too numerous to count Laboratory Director .Y COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION m t ve TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner's Name: EUGENE CERULLO Owner's Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Date of Inspection: 7/25/01 RF—CE,vED z Name of Inspector: (please print), JOHN GRACI Company Name: SIRTIC INSPECTIONS 0 72001 Mailing Address: 'jT.O. BOX 2119 TEATICKET,MA.02536 �UG . TOWN OF BARNSTABLE Telephone Number: 508-564-6813 FAX 508-564-7270 HEALTH DEPT. 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: X Passes _ Conditionally Passes _ Needs Furth r valuation by the Local Approving Authority Fails Inspector's.Signature: Date: 7/25/01 The system inspector shall submit 1copy 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 k„ t ;:-i ~ SYSTEM PASSES TITLE V . SYSTEM SHOWS NO SIGNS OF FAILURE. RECOMMEND PUMPING EVERY TWO YEARS TO MAINTAIN SYSTEM., **** conditions at the time of inspection and under the condiliolis of use at that time.This ****This report only describes _ p inspection does not address how the system will perform in the future under the same or different conditions of use. V s Title S IncnPntinn Fnrm 6/1 S0000 ~:q 1 r Page 2 of I 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 4 PART A CERTIFICATION (continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X 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: SYSTEM PASSES TITLE V. SYSTEM SHOWS NO SIGNS OF FAILURE.RECOMMEND PUMPING EVERY TWO YEARS TO MAINTAIN SYSTEM. B. System Conditionally Passes: _ 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. n/a 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: n/a n/a Observation of sewage backup or breakout 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: n/a n/a 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: n/a Page I of l I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 C. Further Evaluation is Required by the Board of Health: _ Conditions exist which require furiher 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 I 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 n/a "This system passes if tWwell 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: n/a Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 D. System Failure Criteria applicable to all systems: You must muit indicate"yes"or"no"to each of the following for alLinspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped n&. _ X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone I of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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.] _ (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 Systems: 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 X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply _ X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—I WPA)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. d l__ Page 5 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE!SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks X _ Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection ? X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? X _ Were all system components;excluding the SAS, located on site? X _ 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 `? X _ 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 X Existing information. For example,a plan at the Board of Health. X _ 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)] .,y i717 } Yk t t . ,1 S Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents:2 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)): n/a Sump pump(yes or no): NO Last date of occupancy: n/a , COMMERCIAL/INDUSTRIAL Type of establishment: n/a ` t Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO t, Industrial waste holding tank present(yes.or no): NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings, if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined?n/a Reason for pumping: n/a TYPE OF SYSTEM X 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): n/a Approximate age of all components,date installed(if known)and source of information: 1985 Were sewage odors detected when arriving at the site(yes or no): NO Page 7 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 BUILDING SEWER(locate on site plan) Depth below grade: 12" Materials of construction:_cast iron _40 PVC other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 4" Material of construction: Xconcrete_metal fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: 1000G L 8' 6" H 5' 7" W 4' 10"" Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 33" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: n/a How were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): THE SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE GREASE TRAP: _(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a 5 7 Page 8 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE`AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_iiiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day . Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX:_(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: n/a 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.): RECOMMEND RAISING COVER TO DISTRIBUTION BOX. PUMP CHAMBER:_(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a R I i I Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type n/a leaching pits, number: n/a n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a I .leaching fields, number: 19'X 36 n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc,): THE LEACH PIT IS APPEARS TO PROPERLY.THE END OF THE LEACH FIELD WAS DUG-STONE WAS CLEAN. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): n/a 4 TOWN OF B.ARNSTABLE LOC llON / '.1,�/ISO�/U� ie/E5 'SEWAGE # Rti ALLAGE CEAJTEIQ VYLLZ ASSESSOR'S MAP Cz LOT INSTALLER.'S NAME & PHONE NO. of, CA141 q &.0 1Ad 5 SEPTIC TANK CAPACITY LEACHING FACILITYAtype) (size) f 9 X 34 NO. OF BEDROOMS �,.�PRIVATE WELL OR PUBLIC WATER &"T BUILDER OR OWNER 4CA jL0 DATE PERMIT ISSUED: DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No 36 coo SEA 1 / 9Aa- 7A&I< 1 , � 1 1 t TOWN OF 4STABIIE LOCA"IO SEWAGE # VILLAGE -tOJ V ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: 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 1-YA no c-& v3Lr- r Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 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. 1 o is 4, J� I in Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 271 PLEASANT PINE AV.CENTERVILLE,MA 02632 Owner: EUGENE CERULLO Date of Inspection: 7/25/01 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water n/a feet, Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators,,installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: GROUNDWATER WAS DETERMINED AT T 2"-BOTTOM OF FIELD IS AT 5'-GROUNDWATER ELEVATION IS 34.8/GRADE IS AT ELEVATION 40./SYSTEM PASSES BARNSTABLE BOARD OF HEALTH REQUIREMENTS BY.6 AS PER BOARD OF HEALTH. s 's 11 26'-04 _ Sd 14AS 18' (EXISTINO) (EXISTING) (EXISTING) (EXISTR70) (EXISTING) RE —sI - EXIST. $ vE DECKZooz� �`>�„�,=•ter HVAC s BUILT4M CASIMETS ' ON. -- r EXIST. Doer. — GAS F.P. ° DECK 4 —— e EXIST. ' p NEW 705T. DUST. DECK LIVING N CABIN , REF EXIST. OFFICE ('1 ASI" ' `� 'I F ON. wETaAn UP II ill I I EXIST. EXIST. EXIST. j CLOS. I j j NEW -- - ------ - 16 11 STUDY �L�tos.i II II r------ EXIST. m G ' ----------- 'I a II D� DINING NEW I II I BENCH NN 4� "P ENTRY Ili MTRY/ »"' --- UP ON. 1 UDROOM m I II 1 NEW 1 EXIST. --- ---- --- --- I t ENTRY _ HALL I EXIST. F--- KITCHEN L--- -------- --------- L--- ------ —————————— o O EXIST. a L——— CONCWALRETE ON EXIST. ON. BALCONY ASPHALT I-GARAGE L--- b - HALL m EXIST. HALL EXPANDED BEDROOM#1 (FORIAER BEDROOMS 016a O 0 �1♦ 1 111 �i EXIST. p NEW ro BATH BATH I I I ---, -- M I I I 1,/ I I ♦ I I I !' I I I I I I III 1 I I jl I 1 1 I I t � I I♦� �� I I �__� _______=____;=_� �- Tug 5 WMRLPOOL i i. 1 I I 2e-0+ 16-0t 1at94 il'-SS T-SS 30'6'2 (ADDITIOM [ADDITION (ADCITIOM (E(I611NG) (EXISTING) (EXISTING) FIRST FLOOR PLAN LEGEND; EXIST.FIRST FLOOR PLAN -1928 S.F. C] EXISTING WALLS EXIST.SECOND FLOOR PLAN =372 S.F. r-`, CONSTRUCTION TO BE REMOVED EXIST.GARAGE =572S.F. `--� PRELIMINARY DRAWING NEW GARAGE =624 S.F. BE NEW CONSTRUCTION NEW SECOND FLOOR =1148S.F. FOR DESIGN REVIEW THE DESIGNER SHALL Q NEW ADDITIONS/REMODELING FOR: SCALE RROR60ROM650N8ME7f-0UNDR DWG. N0, COTUIT BAY DESIGN.LLC THESE DRAWINGS PRIOR TOSTART OF 43 BREWSTER ROAD / CONSTRUCT ON.7Hc BU LD NG CONTRABIOR 1 (It1 = —0^ CO BE RE6PoN61BLE FOR THEGTHEMf MASHPEE,MA. 02649 MTHESE DRAW NG6IF CONSTRUCT ON CHRISTODOULO RESIDENCE THESE DRAWINGS SOLELY FOR THE PPH.((508)p274-1166 DATE TOF HESE DWYEROSARE8 OTHR UM USE FAX(508)539-9402 71 Al THESE ONMF1t N07ED.ANY ES TM ER Ili OF C E N T E RV I LLE, MA THERE DRAWN REOr.PFNDTE FJJ 6/1/2 0 0 8 ARCMTECGT RAL COPYR GHTR PROECRON A^T OF 7�0. (ADDITION) (ADDmop (IXISTNG) (IXIbTNO) (EXISTING) NEW BALCONY I CLOS.I I Zj I I $ NEW BLI T-M MASTER CABINET -------------------- J ! BEDROOM NEW ¢ ROOF = DECK 0 0 r-----J NEW MASTER " J NEW BATH $ „ W.I.C. -_______-- = taoomop cvsrou S:6WMRLPOOL ��� i EXPANDED BEDROOM#2 1 O L-————————— L_—===J I `OPEN TO BELOW I II \ 9H0 DN. DESKEXIST. $R , r- HALL (EXImaG) 0 _ K#2 NEW I 0 1 _ I W.I.C. g NEW g; UNFINISHED pE e STORAGE m ,$ --------� F-------- 1 I I I a N in zso: ,sa za.r:. L ;a.r. r-r me L (ADDmOp (ADOmON) ,r �f n (EXI6nNG) (EXISTING) (EAIsn-1 (EXISTING) SECOND FLOOR FLAN - 4 PRELIMINARY DRAWING FOR DESIGN REVIEW TH�j COTUIT BAY DESIGN,LLC NEW ADDITIONS�/REMODELIN G FOR: SCALE ERROR610ROYGNER 8 oNSA���D� DWG. N0. L 43 BREWSTER ROAD 1/4\ = 1'—O WILL BE RAWRIGfi BLE FOR O TO START CONF CONSTRUCTION.THE BUILDING COMRACTOR MASHPEE,MA. 02649 WILL BE ORA RESPONSIBLE fO V@CONfN PH.(508)274-1166 CHRISTODOULO RESIDENCE MTHEfiEDRAWISE CONSTRUCTION COMMENCE6 WITHOUTSOLE Y FOR /�, DATE DESIGNER OFANY ERRORS OR OMISSION& L//,_N�\� THESE DRAWINOfi ARE SOLELY fOR THE USE FAX(508)539-9402 THESEDRA�„GSREQU g,WRMM CENTERVILLE, MA 6/1/2008 ARTa�C�DO6'RI�PROTECTION EXIST. m DECK FJU6T. MST. EXIST, ds on q EXIST. EXI5f. m DECK • 4 s ++ EXIST. 4 ' EXIST. E"ST. EXIST. DECK GARAGE EXIST. OFFICE ti DK � I I - MST, EXIST- MET, EXIST. " LIVING EX MST, II i DINING \\A ` EXIST. ——— Po COVERED RP °" ---------- PORCH EXIST. --- ---- --- --- HALL II EXIST. IMST. KITCHEN �\ O O\ BALCONY EXIST. O o a e HALL DK MST. EXIST. EXIST. HALL 3 \ \\ r EXIST. .O EXIST. BEDROOM#1 \ EXIST. D BEDROOM#2 BATH BATH b \ „ EXIST.SKYLIGHTS M T.SKYUGHTS R r---- ----------7--i I I I I I I I I I I I 1 I I I I I I I I I I I I I I I �— L—J L—J L_J L_J L_J L—J L—J \\\I I r----------- CLOS. CLOS. -------------- .\ F` I \ 19-Y it'-5•: T-�S , 3O8z '\ I I I �' LADHFIED I FIRS' FLOOR PLAN I � I THEDE I I i \ I I I I \ I COME BAY DESIGN LLC EXISTING CONDITION PLAN FOR:. SCALE fFA ERROR6OR AWING PRIOR SE pWG. N0. ' EaEKMAoTT�� {� [�� p p THESE DRAWINGS PRIOR TO 6TART OF 43 BIlE YIT 7 I Etl ROAD WILL BE UCTIO N.RESPONSIBLE THE BUILDING CONTRACTOR JR (� 1/4" — 1,—OI' N THESE DRAWINGS IF CONTSUMT10"r MASHPEE,MA. 02649 DESIGNERO WITHOUT NOT FYINGT1L P?H.�(J508)274r�-(�1(1�66 CHRISTODOULO RESIDENCE DATE THESE EROFAN6A ERRORS LELYFO THES. FAX(5OH)539-9402 THERE ORAWINOS ARE SOLELY FOR HE USE OF THE OWNER NDTEO.ANY OTHER USE OF CENTERVILLE, MA / / A111014 DTOTHESE DRAWINGS E X CT NG6REORIGHT THEWRITTEN 3 14 2008 ARCHITE OF THE DESIGNER NDER THE • THYT3 6'�! 14-PY � j i I ---------------------J N V EXIST. EXIST. EXIST. EXIST. EXIST. BEDROOM#3 ",0PEN BELOW, EXIST 0 BATH s-v ' § EXIST. EXIST. „•�, b -- ------------- --- HALL EXIST. EXIST. EXIST. E CLOSa. CLOS. CIOS. "'ST b ro 1 I I � e N N h [I F1 E [I F1 1 SECOND FLOOR PLAN COTUIT BAY DESIGN LLC EXISTING CONDITIONS PLAN FOR : SCALE : ERRORSI OR CTION.5ONS�AREo�R pWG. N0. 43 BREWSTER ROAD THESE DRAWINOSPRIORTO START OF CONSTRUCTION.TXE BUILDING CONTRlCTOR 1/4„ - I-o,i NLTHESE DRAWINGS IF IF CONSTRUCWENT TION COMMENCES WITHOUT NOTIFYING THE MAS H PEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. PH. {((508)274)-(Y111Y66 CHRISTODOULO RESIDENCE DATE THESE DRAWINGS ME SOLELY FOR THE USE FAX(508)539-9402 THESE THE DRAWINGWNER REOURE ANY THE WRITTEN THESE DRAWINGS RE SIGNER THETHE CENTERVILLE, MA 3/4/2008 ACTtiIOFis�URTMALCAWRGEMPRO �H .. (EXISTING) - ... ri TM�'pl cif'. 1 _ 2. EXIST: .' 4 gCpr 1. J 171� 1;l' f '� Ea: DECK ':' - IExISn 11r ¢ (gwsnNc) A (F7JBTNG) f h¢m W 41* EXIST 09 ply EXIST -- _._JL-----=--JL----- ---- -- -- ---- :.,sack STOR. - � DECK' ' ---- : o ElUBT - g. I ,. DECK p II II:: EXIST. EXIST. LIVING REF - REF. EXIST. EXIST. Li OFFICE' x. EXIST. . TRA,%I 1 ' h STORAGE —I L-- —J L—— ———1 1 x a PosT _ WETIIM ----- -------- -- ---- aPOSTN _ - r. .1r .. .. -:,_III PoB�T�IN WILL - DONM O FOUNDATION DONMITO FOU�a]'1nON' _ TO BEAM -.. .. II a,slCx,ewL(>Eue-----'-- — II LI EXIST. EXIST. EXIST. .,,P II II alb __ II ' I . EXIST. I „•d II II «II STUDYtOS.I LI --11 -- ----�-- ----_ II -----------.-------_.--�I. .. (FORMERLM OM NDRO ) - - .. - - - - III I DINING a o WALKWAY I s II - - WST. EXIST. EXIST. AST. " o =E�t 5 COVERED 1 EABT. -- . -- !P ON o . ---------- EXIST. EXIST. ENTRY - I :— �\ � . ;ENTRY HALL II EXIST. £ EXIST. M EXIST.' BALCONY KITCHEN g E GARAGE DN. EXIST. O o ElUBT. s A S HALL m ". NEw : - .. -- ®EXIST A `. HALL PA M W PATIO WALKWAY EXIST.. EXPANDED © EXPANDED a$ .. .•.,,•. EX T. D BEDROOM#2.: BAT c Q BEDROOM#1 EXPAN ---- ---- - -- - - ---- ---- - - B H EO 4F � ; . ABOVE EXIST. EXIST. - -- t" � 1.1 i I II I I 1 1 I I I I I 1 I WALKWAY — -- - CLOS - BI OlD _ CLOS I EAST. I 4 ,uggrw�@E�av TUB51N/R. I .. FENCE N TEWI7iElT q TEMPERED A TEMPERED !3 7•f0 B-? B-7 7-1P- fJ - - �d . 1fd ,8$f: - .- IAODInON) _ - (ADDITION (EXISTING) - .(EXISTDD) FIRST FLOOR PLAN LEGEND: - . - (EXISTING) 0 __ O O DETECTOR D ©smote DETECTOR EXISTING WALLS Q CARBON MONOXIDE � � CONSTRUCTION TO BE REMOVE NEW CONSTRUCTION COTUITBAYDES►GN.LL� NEW -ADDITIONS FOR: sca E �mPRIORTOSTARTOF G. N 43 BREWSTER ROAD 1/4" = 1'-0" N;ESEDNRW�IF CO THE CONTENT HE MASHPEE,MA. 02649,. C RTSTO OULO . RESIDENCE DESIGNERCONMENC OFA RR R$OYWOT" PH.(508)274-1166 H D SATE DESIGNER OF 2 THESE DRAMIINGS ARE SOLELY FOR THE UBE . .. ER NOTED ANY USE OF FAX(5081539-940 °TH SSE MAVAVAMG8 REOUIES THE VAQITEN CONSENT OF sj / ARCHITECTURAL T4T2 (EXISTING) .. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS• _ STING) (EXISTING) (EIOsnN6P. (EXIBnNG) .. .. 8 DIMENSIONS IN THE FIELD .:. - ... .. _ ENSI �. 2:) CONTRACTOR TO VERIFY ALL INTERIOR 8 EXTERIOR MATERIALS, - -� DETAILS 8 FINISHES IN THE FIELD WITH OWNER - '` -- - "3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE V-10•ABOVE SUBFLOOR _ - :: MASSAC - EXIST. 4) STATE BUILDI/NG'CODE,SEVENTH EDITION CM ;r.. ;: _ - .. _ -BALCONY - - - 5.) VERIFY ALL HVAC REQUIREMENTS,SYSTEMS,CHASES,ETC.IN THE _ FIELD W/OWNERS PRIOR TO START OF CINSTRUCTION 6) THIS. ' ff77 POSURE CWIND ZONE 7-) VERIFYTALPLUMBING&ELECTT(RIICALDETAILS W/OWNERS ON THE SITE _ DURING FRAMING CONSTRUCTION STAL ENGINEERING F ALL DETAILS 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY COA OR MANUFACTURER S SPECIFICATIONS FOR INSTALLATION OF ALL ONTHESEPTIC LANDSCAPING. g,) FOLLOW ALL MANUFACT ., - .. .. 1 ALL SINGLE NDOW ROUGH PE TOBE2 2x . SIMPSON COMPONENTS 11°)HIS ADDITION DESIGNED TO CHAPTER 83 OF THE MASSACHUSETTS STATE BUILDING CODE - . -. — ---------- --------I .. W CONSTRUCTION U 0 MPH EX FOR ONE&TWO FAMILY DWELLINGS SECTION 9305.6.1.IN ADDITION,COMPONENTS OF THE UNE OF AU BFLOVI :AF&PA WOOD FRAME CO TRUCTIONMAN AL FOR 11 EXPOSURE BARE INSTALLED • .. : - .- - . EXIST. .. - - INWALL UNDERxBEAM - INSTALLNEW4a BFOST «g �WHEREAPPUCAB : • :. -. -GAMEROOM DOWN TO FOUNDATION _ - - IUOWm TO DER BEAM W ... INSTALLNEW4zSPOST - - w EXISTING ROOF29 4 c. .: rO STING 'IN WALL UNOE0.BEAN �.. .. .-. ..._ .. .. ...•....� �... .. .. _ ...-. :.�-. : .- 0.EMNN TO h� EIUST�'• NEW 31311'N,17Ar lVL BEAM NEW 31 GN'x 117R'IK SEMI (EKISTM) .; B'$ Td Td E 1' Td Td 7O - - - O .. - S n18 B B ' PDR:. ; - OM ... .. :..: _ I , - EXISTING ROOF ,. 4 ROOM ro REMAIN - F _ 2'E z PENT - - -. .. __ I i •PKT.DO - `BELOW, F I f I � REMOD:' BEDROOM ACCESS _ m : EXIST PoRCN ROOF BELOW 2O — - : L HALL t Ixn. LOLL -- -- . I.N ze.ea tj: S Nt A _ R _ .. .. - PKT DOOR � 24z6'4 h . UNFINISHED b$ A I A STORAGE ,a OENIEREDO: _. CEHTEREOON Rg . GABLE ABOVE . . GAME ABOVE �' • (EXISTING) (EXISTING) - , :.(EXISTING) WINDOW SCHEDULE TYPO MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN ADH2648 74r x W4r DOUBLEHUNG A-SERIES - .. B ACW 3034 .34r x 74- CASEMENT A-SERIES - C AAN2620 7.6'x7.0' AWNINGA-SERIES 'SECOND FLOOR PLAN. D GR ZO 7-0"x 7-0• CIRCLE 400 SERIES '"Na, a �$ . (EXIsnNc) tEwsnNo) STDG) .. . . ... 1:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS.. . : WITH VMNDOW MANUFACTURER'PRIOR TO ORDERING OF WINDOWS 2.ANDERSEN A-SERIES WINDOWS DOVE GRAY EXTERIOR W17/6"EXTERIOR - NAB- MP.RX�A . . GRILLES.LOW-E4 SMART SUN GLAZING WlTRU-SCENE SCREENS. +LIE _ .(VERIFY HARDWARE CHOICE W/OWNERS).'; - - - .- - .. _ THE RB ONER SNMLL BE NOTIFIED IFAW . . �/��J ERR° OROMISSIONSAREFOUNDON BQ8 NEW ADDITIONS�REMODELING FOR COTUIT BAY DESIGN'I:LC SCALE THESEORAWINGSMIORTOSTARTOF . DWG. NO. CONTENT 43 BREWSTER ROAD 1/4" — — INTHEESSE CONSIRUOnM . : '.. .. COMMENCES WITHOUT NOTIFYM07lE MASHPEE,MP+: 02649 o CHRISTODOULO RESIDENCE` DATE THESE gESOL O1�FR L p cc 7MESE DRAWINGS ARE BOLELY FOR THE USE 'PH-(5O8)274 1111IP' - OF THE OWNER NOTED.NA•OTHER USE OF-. . I _ CONSENT°THESE WINGS REOE81�l HE WRTITIEN. A 2 FAX(508)'539-9402- 271 : PLEASANT PINES AVENUE CENTERVILLE, MA 5 j25/2oi o �;��fAFYR 6Hf i107ECTxIN GENERAL CONSTRUCTION NOTES: OASTAL 1. THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS. NGINEEMIVG - 2. DO NOT PARK, DRIVE LARGE EQUIPMENT, OR STORE MATERIALS ON THE DISPERSAL AREA, NO ACTIVITY SHOULD OCCUR ON DISPERSAL AREA OTHER THAN THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. OMPANY INC. 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO STATE AND LOCAL CODES PERTAINING TO C.L FRAME AND COVER SUPPLY MANIFOLD 1/2' PIPING TO ON-SITE SEWAGE SYSTEMS AND THE PERMIT FOR THE SITE. 260 Cranberry Hwy.Orleans,MA 02653 AN BE LOCATED ABOVE DRIP TUBING 4. THE INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND PROCEDURES AS SUPPLIED BY THE 508,255.6511 Fax:508.255.6700 FINISH GRADE 39.80 TO ALLOW THE MANIFOLD TO DRAIN �RVDC,rA 1" MIN. RAM INSERT MANUFACTURER OF THE EQUIPMENT. ALL 'J '( AIR RELEASE RETURN MANIFOLD TO BE 3Z75 37,50 VALVE LOCATED ABOVE DRIP TUBING RADIUS ADAPTER 5. THE CONTRACTOR SHALL BE CERTIFIED TO INSTALL THIS TYPE OF SYSTEM AND SHOULD HOLD A PRE-CONSTRUCTION 37EXISTING .40 37.40 HYDRAULIC ,++� +++ TO ALLOW THE MANIFOLD TO DRAIN PVC FIP MEETING WITH THE INDIVIDUALS RESPONSIBLE FOR THE SITE DESIGN AND INSPECTIONS. THE MEETING SHOULD BE HELD DWELLING UNIT `°++%+'�t , PRESSURIZED PRESSURIZED + ,�++�+,++ ADAPTER PRIOR TO THE BEGINNING OF THE SITE WORK TO ENSURE PROTECTION OF THE SITE CONDITIONS AND TO ENSURE THAT GRADE 401 MINIMUM + *� �'.� DRIP TUBING`+� +++ + " /DRIP TUBING �+ +� THE SYSTEM IS INSTALLED ACCORDING TO DESIGN. ti ti FLUSH RETURN FROM HU '�'���'0.+� r�+ ` *+ `+ 1/2"FLEX I (rn'') I 6. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN ZONE SUPPLIES ZONE 1 +' �� + { + `�+o+ + ++ CHE PVC 4 TYP. DRIP - DRIP PLANS, ALL WORK SHALL STOP IMMENATELY AND THE DESIGNER AND HEALTH AGENT SHALL BE NOTIFIED. ANY ONGOING TUBING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LOOP SEPTIC TANK% 5 FINISHED GRADE VERIICAL INSULATED 7. DRIP TUBING MAY BE INSTALLED WITH A VIBRATORY PLOW, A STATIC PLOW, A NARROW TRENCHER (<6" WIDTH), BY 1,500 GALLON COMMON RETURN 2„ " 38.00 TREATMENT UNIT PUMP CHAMBER SUPPLY TO HYDRAULIC UNIT WEQUAWET LAKE VERTICAL INSULATED 1/RIG VC GRIP TUBING /2 PV U I HIGH ELEVATION SUPPLY PIPE 1 VC STAU.ATION DEP / " RIGID RETURN PIPE HAND TRENCHING, OR BY SCARIFYING THE SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE EXISTING (MONOLITHIC) (MONOLITHIC) 34.80 (PER COLD CLIMATE g 2 p� (PER COLD CLIMATE U (APPROX) SANDY LOAM NOIES PERIDESIGN � NOTES) NOTE; ALL DRIP LO,QPS ARE To BE REQUIREMENTS FOR FILL MATERIAL IN: TITLE 5 AT 310 CMR 15.255(3) WITH COVER CONSISTING OF SAND AND TOPSOIL 2 34.70 ) LOCATED 2 ABOVE THE DRIP LINE MEETING THE 6 TO 12 DEPTH REQUIREMENT. THE DESIGNER MAY INDICATE FOR THE TUBING TO BE INSTALLED UP TO OBSERVED WATER . INSTAIIIhI 'IDEPTH To ALLOW FOR THE LOOPS To DRAIN 24" BELOW GRADE. ALL DRIP TUBING IS TO BE INSTALLED PARALLEL WITH THE CONTOUR. VEGETATIVE COVER MUST BE o p TO BE BELOW COMMON REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION. p Z �yyg f � THE FROST LINE RETURN PIPE 8. ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC AND DRIP TUBING OF SIZE 1 1/2" OR SMALLER SHALL BE O TYPICAL SYSTEM HYDRAULIC PROFILE Baow FRosT uNE DRIP LOOP CONNECTION ACCOMPLISHED WITH PIPE CUTTERS APPROVED BY MANUFACTURER. NO SAWING OF PVC, FLEXIBLE PVC OR DRIP TUBING NTS OF SIZE 1 1/2" OR SMALLER IS ALLOWED. ALL RIGID PVC PIPE, FLEXIBLE PVC AND DRIP TUBING IN THE WORK AREA p NOTE: THE DRIP TUBING SHALL BE THE LOWEST POINT TO ALLOW FOR DRAINAGE DETAIL i(M) SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING w FROM BOTH THE VERTICAL INSULATED SUPPLY AND RETURN PIPES THE PIPE. PRIOR TO GLUING, ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS. ALL PVC PIPE AND U NTS FITTINGS IN THE FIELD SHALL BE SCH 40. ALL GLUED JOINTS SHALL BE CLEANED AND PRIMED WITH PVC PRIMER PRIOR �' A TO BEING GLUED. ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK FILLED BY PRESSURIZING THE U STANDARD DRIP SYSTEM DETAIL_ S SYSTEM AND OBSERVING FOR LEAKAGE w (TOP FEED MANIFOLD 9. THE HYDRAULIC UNIT IS TO BE PLACED ON A BED OF 4"-6" THICK OF 3/4"-1 1/2" GRAVEL FOR DRAINAGE. IF A a STANDING GROUNDWATER IS A PROBLEM IN THE VICINITY OF THE HYDRAULIC UNIT, A SCREENED DRAIN TO DAYLIGHT IS A REQUIRED. COR / COLD CLIMATE CONSTRU110N STANDARDS: a U \ AND GLUED ECTION WITH TEFLONPVC PRIMED TREADED NTAPE O 1" DIA. RIGID \ 1. "TOP FEED" MANIFOLDS ARE TO 3E USED TO ALLOW FOR PROPER MANIFOLD DRAINAGE. TOP FEED MANIFOLDS ARE TO a AIR RELEASE MANIFOLD \ BE LOCATED SLIGHTLY HIGHER THAN THE DRIP TUBING. VALVE _ - - III 2. ALL ATTEMPTS SHOULD BE MADE: TO PLACE THE HYDRAULIC UNIT WITH AN OPEN SOUTHERN EXPOSURE FOR WARMINGPROPO W a / / q HYDRAULIC RIP TUBING PURPOSES. UNIT FLEX PIPE BARB RAM 3. THE SUPPLY AND RETURN LINES SHALL BE INSTALLED BELOW THE FROST LINE. THE VERTICAL SECTIONS OF PIPE . <, r. », .°, �� ADAPTER FlT11Nc INSERT FITTING THAT CONNECT TO THE SUPPLY AND RETURN LINES SHALL BE INSULATED SCH 40 PVC PIPE. INSULATION SHALL BE / „ /1 11 I PVC PIP fi fi I INSTALLED UNDER THE HYDRAULIC „ t MINIMUM 1 2 THICK FOAM OR EQUIVALENT). 1 2 RIGID FOAM INSULATION MAY BE I S LLED ...xiL 5 .��lT t L.:.4 ,:: / ( ) / ,,.., z, r,. a,, ,w`1 ,""§: „..,. .i,f. ... °t...3 ,F 7�.r, , ,;: s+;'..�:,: +. 1 " <.r- , >rj° 1/2 m I CONNECTING DRIP TUBING TO FLEXIBLE PVC PIPE UNIT TO PROTECT THE SUPPLY AND RETURN LINES IN EXTREME CONDITIONS. SUFFICIENT GROUND COVER AROUND THE CHECK 00 ': Q1 C W HYDRAULIC UNIT IS REQUIRED FOR INSULATION. ALL PIPES ENTERING AND LEAVING THE HYDRAULIC UNIT SHALL ELBOWo o � .,., x,w Qr,, ,. , 4, . , � .: �r1 . » ,. ;� t t. � > . ,,, VERTICALLY DOWN 90 DEGREES TO A DEPTH BELOW THE FROST LINE PRIOR TO EXTENDING AWAY FROM THE UNIT ; p. r ' - . h- ry YL . ,. �,�,.�< .F,,,:: ., .,o,; 1,500 GALLON HORIZONTALLY. ADDITIONAL INSULATION INSIDE THE HYDRAULIC UNIT IS ENCOURAGED. INSULATION TO CONSIST OF BLUE � a` n t.._ 'r [. r ,,, r , 1, 7....,,✓ u.,..,n..,,, ._ ,.:,. r, r*, c ,., ., ,,.. . ", . m,;;. LIMP CHAMBER N /2,;ulA.>. xIBLE PYc,RUNS �;.,, r ,,. BOARD, BAGGED STYROFOAM, PEANUTS OR EQUIVALENT. IF FIBERGLASS INSULATION IS USED IT MUST BE SEALED TO yi i r -shy 0f,t;. n f w t t r Y E; I vc 4 uk _ PREVENT IT FROM BECOMING SATURATED. B :.. FL XI L VC CONNECTION E B E Po r ,h, I r 4. DENSE VEGETATIVE COVER IS `TO BE ESTABLISHED OVER THE SUPPLY TRENCH, RETURN TRENCH AND DRIP TUBING , I _ „� ,. ,, s ,�, � � _ �. 1 DIA ,FLEXIBLE. � 4, . �. °... , .'� t � r. .� � . , N TRENCHES ...,h � , ..�, a >r <., , �., ; ..� ° � ,, .. ry:. .., ,,., PRIOR TO THE FIRST EXPOSURE TO FREEZING TEMPERATURES. IF VEGETATION CANNOT BE ESTABLISHED THE R S w , � Q M1,: NTS I r,: ,. � r��,, .!,� � ,,,, �; x.,: PVC RETURN o AN N ARE (MINIMUM STRAW/HAY,HAY ETC. UNTIL SUCH TURF SEAL , , r ,. } 1 v D TUBING E TO BE COVERED WITH A THICK LAYER INI UM 6 OF MULCH S ! x ts., I 4- L 5 '+ :.. J A{ u,,. r -� .., 7 1 ,?6v'.r ,,.ties� ,�r P 4 n r�r.. ,.: ` ( ) / !. a, LINE (PRESSURE) Dltvtn{;; .t,r,-,:.: ,r. -�<t� � ",.tr; .,.Er °,::: s ° ,is .°, �, �:,'�`. ,..r, ;if i n- 1/ 560 COVER IS ESTABLISHED. ESTABLISHED VEGETATION HEIGHT OVER THE DISPERSAL AREA SHOULD BE A MINIMUM 4 6 THROUGHOUT WINTER MONTHS. `N OF � s 5. CONTRACTOR SHALL INSULATE ALL "AIR RELEASE VALVES." INSULATION TO CONSIST OF BLUE BOARD, BAGGED •'� STYROFOAM PEANUTS, OR EQUIVALENT. IF FIBERGLASS INSULATION IS USED, IT MUST BE SEALED TO PREVENT IT FROM ,lOHN . PROPOSED �' " 24" COVERS TO BECOMING SATURATED. RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE INSIDE A VALVE BOX BUT AT PROPOSED BE WITHIN 6 BARRIER MIT 1 1/2 RETURN TO /LI 1,500 GALLON OF FINISH GRADE AN ELEVATION ABOVE THE HIGHEST DRIP LINE IN THAT PARTICULAR ZONE. },r OF WORK SEPTIC TANK 0.5X Ca SEPTIC TANK FINISH GRADE " 6. ALL LOOPS CONNECTING DRIP RUNS SHALL BE SLIGHTLY ELEVATED (MINIMUM 1 -2 ) SO THAT THEY DRAIN INTO THE MIN. (GRAVITY) ,W DRIP TUBING AFTER THE PUMP SHUTS OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE LOOPS STAY ' 3' MAX ELEVATED DURING AND AFTER THE LOOPS ARE BACK FILLED. _17- •` 7. ALL CONDUIT ENTERING INTO THE CONTROL PANEL SHALL BE SEALED TO PREVENT, CONDENSATION INSIDE THE PANEL. ¢r nx H DROP: MIN - 3" MAX. °4' DIA SCH 4.. ; lC PIPE " FLOW LINE 4 DIA SCH 40 PVC PIPE PUMP NOTES: or o� 1D U00 DEPTH s�mow W ��, ✓� , �r �, ,�' 1500 GAL PROPOSED) EFFLUENT 1. REFER TO OAKSON, INC. INSTALLATION MANUAL FOR PUMP AND PIPING CALCULATIONS ANDF SPECIFICATIONS. UTILIZE 1 1 2' X 4' SEPTIC TANK FILTER zABEL alsoo 2. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS. ¢ EX►SnNG / W/SANITARY 'TEES OR APPROVED EQUIVALENT EI r / 3 BEDROOM r ME CONNECTION FOR o 3. ALL PUMP INSTALLATION HARDW,RE SHALL BE STAINLESS STEEL. �M DWNG / BUILDING SEWER AND _ xa a 4. A PERPETUAL MAINTENANCE AGREEMENT IS REQUIRED FOR THIS TECHNOLOGY, THE OWNER SHALL SUBMIT AN RETURN LINE JUNCTION _ im_- _: OPERATION AND MAINTENANCE PLAIT PRIOR TO INSTALLATION. COMPACTED BASE GAS BAFFLE USE O W 6" LAYER OF 'TUF-TITE' OR r� d - _ CRUSHED STONE APPROVED EQUIVALENT NOTE: y r 1 LIQUID DEPTH OUTLET TEE DEPTH 1. THE AIR RELEASE VALVES 2. EACH ZONE TO HAVE Q BELOW FLOW LINE SHALL BE PLACED AT THE TWO AIR RELEASE VALVES. ^ FTC 4 FT 14 INCHES HIGHEST POINT ON THE RETURN LINES TO BE H r'�i 5 FT 19 INCHES SUPPLY AND RETURN LINE CONNECTED A COMMON 6 FT 24 INCHES FOR EACH ZONE. RETURN LINE. O PLAN OF LEACHRELD AND 7 FT 29 INCHES SUPPLY E-� / T / VALVE BOX WITH Jr MIN. RIGID ' IVl COMPONENTS S MANIFOLD / 1 RTYP FOAM INSULATION INSERTED UNDER SE WA GE S YS TE 1.500 GALLON MONOLI THl C / ( FROM DRIP ® COVER O 8 4 0 8 24 SEP►1 C TANK DETAIL \ RETURN FIELD AIR RELEASE VALVE F T 1" SUP LY \ 1/2" FIELD MANIFOD CHECK VALVE �M�i NTS (TYP� 1/2" SUPPLY RETURN i inch 8 ! LAST LATERAL CONNECTION � 11� ZONE 1 V NOTE; ALL RIGID AND FLEXIBLE PVC ARE TO BE �T� LOCATED ABOVE THE DRIP LINE TO ALLOW FIRST LATERAL --REnJRN- F,,,� F•4 FOR THE PIPES TO DRAIN CONNECTION 1 C �18 ZONE 2 hf Tl�i � f, INSTALLATION ATION INSTRUCTIONS 112" ' 1 MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6" DOWN FROM THE TOP OF THE RISER. D=THE DAILY DESIGN FLOW FOR THE SITE AIR RELEASE & Q EAs _TYPICAL MANIFOLD CONNECTION CUT THE EXTENSION PIPE (BY OTHERS) TO THE LENGTH NECESSARY TO REACH THIS HEIGHT. CUT 1/2 (NOTE: IF THIS VOLUME IS NOT AVAILABLE MAXIMIZE STORAGE VOLUME IN TANK BY PLACING THE ALARM FLOAT AS CLOSE TO THE CONTROL UNIT PANEL MOUNTED NTS CHECK VALVE DETAIL OF THE PIPE DOWN 12 TO 18 AWAY FROM THE TOP OF THE PIPE FOR PUMP DISCHARGE PIPE. DETAIL A OUTLET ELEVATION AS POSSIBLE THEN PLACE PEAK ENABLE FLOAT HALF WAY BETWEEN 12" TO 18" AWAY FROM THE TOP OF THE PIPE FOR PUMP DISCHARGE PIPE AND ATTACH TO RISER (SEE DETAIL A). THE ALARM AND DRIP ENABLE FLOA15 IN AN EXTERNALLY ACCESSIBLE O 2. GLUE THE EXTENSION COUPLING BY OTHERS) TO THE EXTENSION PIPE AND TO THE COOL GUIDE. 2e C.I. FRAME AND LOCATION NTS ay LY ( COVER To FINISH GRADE RIGID FOAM INSULATION HYDRAUUC W Q 3. FOR RE-USE OF EXISTING CONCRETE PUMP CHAMBERS GLUE ON THE COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY IN THE BOTTOM OF THE TANK. ATTACH THE EXTENSION TO THE RISER, WITH FLOAT TREE SCH 80 UNION UNIT CONDUIT TO PANEL n/ THE EXTENSION TO THE RISER, WITH THE ANCHORS AS SHOWN. GATE VALVE NO WEEP BY CONTRACTOR THE FLAT CAP TO THE BOTTOM OF THE TANK JUNCTION BOX SUPPLY VALVE U W 4. FOR USE IN NEW CONCRETE PUMP CHAMBERS: ANCHOR E HOLE TO BE HU IN THE PROPER LOCATION TO HOLD COOL GUIDE AND EXTENSION. THE CAP MAY OR MAY NOT BE a GLUED TO THE DEVICE. ATTACH THE EXTENSION WITH THE ANCHORS AS SHOWN. CHECK VALVE �� FLUSH RETURN TO FLOWMETER O p„ 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND THREAD THEM INTO SUPPLY LINE I l` ll�ll_Il` 1 1\.11= _ - ADAPTER BELOW FROST SEPTIC TANK. ;; _ _ DISC FILTERS a N PUMP DISCHARGE. _ 11-111 1111_ 6. ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED. COOLING COLLAR j. OR INSULATE IIUNDI, RBEO ID ` I` IERTICAL PIPE SCALE GUIDE TUBE. ATTACH AS PER I; -11= =lh ^ll_II�U FIELD FLUSH VALVE AS NOTED 7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER INTO THE G NOTE 1 '�_II=JI_lhll_ll BE INSULATED 6" OF GRAVEL TO H�p�gUUC 11=11%1\=11=1� DRAWING FILE & ATTACH TO DISCHARGE PIPE, VALVES, AND CONNECT ELECTRICAL AS SPECIFIED. 1-1/2" SCH 40 ; UNIT 11=11=\1-11 1=1/,ll_ll lhll 8' OF STATIC UFT TO HU (MAX) a C16894.dW PUNG !: ALARM 11=11=U-11= =1l ll ll 11=11 a g �U_ll ll_ll FLUSH RETURN DATE WATER TIGHT H.11=11=\1 u, , 8 I%* RETURN TOR -��g- XT OS �OLLAR 5 1/8" OR 2 SEAL \rz:V.1\=1` Il,ll ZONE 1 SUPPLY o (BY PVC COUPLING -PEAK ENA \rz:i1%' ZONE 2 SUPPLY -11.11�\1. PUMP OSCHARGE TO HU SEPTIC TANK a, INLETS INSERT (BY OTHERS) ` 5 1 8" 2 = (GRAVITY 0.5X MIN.) DRAWNBY �N S <� 1�=\1,11.11 J1� - CIECxED BY o 0 o a No° OFF 1\=\\=11=11= DRIP ENABLE FLOAT ELEVATION 1 COMMON 0 o a SEE INSERT 18" =11.11.11,11.\1= a FLOW ao -4m FLOW o o°o°o°0 40 PVC 14" �1:11�11:1\=11=�' RETURN � i=11=11=11�.11=u- o BACKFLUSH VALVE o 6 COOL GUIDE OPTIONAL AND PUMP 30' MAXIMUM DISTANCE O j FLAT CAP ANCHOR BOLT 1%m SUPPLY Fl;OMLL a° r t> THROUGH END CAP COOL GUIDE PUMP TAW PATENT NO. 6,262,689 1"ZONE SUPPLIES U C2*4*1 v A U TYPICAL 1.500 GALLON PUMP TANK & HYDRAULIC PERC-RITE -15 GPM HYDRAULIC UNIT DETAIL NTS NTS OF SHEETS A c PROJECT NO. C16894.00 w U -� OASTAL DEEP OBSERVATION HOLE LOGS DATE of TEsrs: MAY 2, 200a SF R NGINEERING PERCOLATION RATE . LESS THAN 2 MINUTES PER INCH DROP ov NO SCALE - IN THE C3 HORIZONS IN DOH # 1 AND DOH #2 (SEE SIEVE ANALYSIS) v� MpA1V 1 INC. DEEP OBSERVATION HOLE 1 EL. 40.20 �a WITNESSED BY . JOHN G. SCHNAIBLE, CEC � DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER DONNA MIORANDI , HEALTH AGENT �� o m wY O �G 260 Cranberry H Orleans,MA 02653 SURFACE HORIZON TEXTURE MUNSELL MOTTLING GROUNDWATER ENCOUNTERED 0 101" oo� �0 508.255.6511 Fax:508.255.6700 0" - 12" A LOAMY SAND 10 YR 2/2 NNE P#12184 w � K LOCUS � DRIVE Z 12" - 36" B LOAMY SAND 10 YR 4/6 NNE PERC AT 30" _ ClFINE SAND NNE LOOSE 36" 66'm C 10 YR 6/6 NUE N <o03 C2 SANDY LOAM 2.5 Y 6 1 SOME 0 100 GROUNDWATER ENCOUN ERED AT A Q iu l ' l I WEQUAQUET �s 66" - 114" / DEPTH OF 101' Q / LAKE i FINE TO MED NNE LOOSE 114" - 162" SAND 2.5 Y 5/1 MAP 214 II / BARNSTABLE, MA o �' .-, � PARCEL 41WO-1 100' FROM EDGE OF BOG I \\ KEY MAP DEEP OBSERVATION HOLE 2 EL. = 39.90 / N/F _ I 0 z 4 SOIL SOIL COLOR SOIL OTHER ��° / MARILYN BAKER $ c 'p :I�POLE NO SCALE DEPTH FROM SOIL _ o SURFACE N TEXTURE MUNSELL MO NG / - - - 0 LOAMY SAND i fs. •.. S76. - - - —40 0" - 24" A 10 YR 2/2 NNE �o� 4 0„ f 0 a x " E LOAMY SAND NNE PERC AT 30' PROPOSED � %- _ ,o l #°/P,9 °��° -Fr N ' z PLAN REFERENCES: z I 24 - 36 10 YR 5/1 SILTATION rn /� / b Q 00 / 5 / �,; l o \ q o " _ " B 4 6 BARRIER/LIMIT / f 4 - i PARCEL MAP 41-.2 f N o rn -p I U � > LOAMY SAND NNE OF WORK ° a , ASSESSORS MAP 214 PARCEL 41-2 .. 36 48 10 YR / r ,{ P __ A A i a $ ; r.,t — s + " FINE SAND NNE LOOSE TOTAL AREA=23,400t S.F.J , ` J k ca rn � � Z PLAN BOOK 214 PAGE 23 48 - 63 ClC1 10 YR 6/6 �S piSpER �" UPLAND AREA- 3,000t S.F. 1-+� \ /O �, i r r j ' ] Sq� Y' "; �PRI'NgRY a QQH'#? c c w / , PLAN BOOK 147 PAGE 95 Q SANDY LOAM wv y SERVE qR / \ '� -c 63" - 114" C2 2.5 Y 6 1 SOME ® 101 c t w \ }�► U / GROUNDWATER ENCOUNTERED AT A <r 'r; c C3 FINE TO MED. NNE LOOSE DEPTH 0F;`101" m x� PROPQSEQ f' ° ; c z \ PLAN BOOK 263, PAGE 61 r ''�r---- 114" - 162" SAND 2.5 Y 5 1 c.. APPROXIMATE / L — __/` o N I CRANBERRY BOG / \c} PROPOSED ADDITION ?nd Fz �, q Z q O�FRH OOR o� LOCATION SEWAG� /+ (PAVED I : ' RYWELL (TYP),� �` . ,qNg DISPOSAL SYSTEIN ! DRIVEWAY rn C PLAN BOOK 1 PAGE 53 w ! m rn rn OG F" j (TO BE J ` Q, i ROOF T (SEE NOTE 8 ... O cd ,: . � , O Y rj �EMOVED / . , F,O��' �' � �T+ w � = CD OVERHA—NG�� ,F/ �/f��` �,` /0 / \ I /:, ��� { oG,O-,, /r,� A/ p, o PROPOSED .1 I / yo F \ . O I - - — / - DESI GN CAL CULA TIONS w W no \ i . FLOOD NOTE. PROPOSED LEACHING 9�m� FLOOD ZONES B AND C AS SHOWN ON RECHARGE BASIN � �Z T w I \.� {RIM DEL. 3s.Oo I �� FEMA FIRM PANEL #250001 0005 C - /f / o , REVISED AUGUST 19 1985. DESIGN FLOW: 3 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM = 330 GPD o w �� �� INV. IN EL. 38.00) I �, �.. l '� _?gd F ', ✓: ...,. 0 PROPOSED. all 330 GPD X 200% = 660 GALLONS - USE 1500 GALLON SEP C TANK, MIN. ALLOWED d _ I c � OR DRIVEWAY.� N N' f* y PROPOSEp "� MAP 234 \ 00 O�FR LEACHFIELD AREA NEEDED: 330 GPD 0.37 = 892 S.F. Q U SH �i j ADQITipN j' / � k / RopR,�"/ , t � ,,j� �{ ,� , �., .25't o PARCEL 18W ° �' r !� r G ' SUPPLIED LEACHFIELD AREA: 64'X14' = 896 S.F. ( ) a �k �� - -ma's QRc j - $; E t, ,Y c k +3 : DATUM NOTE: _ o��e -/i -�hR�sy ,'� r \ - ,, ELEVATIONS SHOWN HEREON ARE BASED M N z INSTALL: ONE 1 - 64 X14) DRIP DISPERSAL LEACHFIELD - 896 .F. > 892 S.F. REQ D. ( ) o f /� ESHo i?3` ', t + \ I ON THE NATIONAL GEODETIC VERTICAL ONE 1 - 1500 GAL. MONOLITHIC SEPTIC TANK, MINIMUM OWED (H-10) \ oo ck r� / 8j �+ f�},x „ '� M \: 39 y ONE 1 - 1500 GAL. MONOLITHIC PUMP CHAMBER (H 10) w-10 _ DATUM NGVD 1929 sE``u' O �a p 1 p � r � �i' � ��C� r s ,Fd f 7 �;�'��tl ,d 3 a n �a p�pl 1Op SED ?4� 1 °� �; ONE 1 PERC-RITE 15 GPM HYDRAULIC UN IT 1 w—f7 MAC r a � S + 9�5 �,�' ,. LEGEND SIEVE PERCENT SIZE PASSING ES I OF ' F EDGE OF\ m a�PF pF; x „ r POLE NOTES �QTF� , Q�ya� � I EXISTING WETLAND \ x a urn, #2/20 ,+ EDGE 0 WETLAND 1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 50 10100� ��38` of o ow1-£ _ _ /' +39 3 .:;' `� \ ' F WE 100 09r20�6 ck ■ BOUND 3 2) THE INSTALLER IS RESPONSIELE FOR"ASSURING THAT COMPONENTS OF1200 ' 0i�-5� � TIMBEF� STEPS �"��`���Nc��q \ � �'- �� :` �� � BENCHMARK: ov THE SEWAGE DISPOSAL'SYSTEM ARE DESIGNED WITH SUFFICIENT BENCHMARK: pi W-7 :; - i �o �� N.W. CORNER CONCRETE WALL pd GAS VALVE FENCE STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY TOP OF IRRIGATION VALVE gkFT ,o ,' �� ELEV. = 40.80 (NGVD 1929) 4 COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAu'ir"iC MUST ELEV. ='35.85 (NGVD 1929) w-��fNCF q �,ti a - �3s x .cr �� COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. o o\ IRRIGATION VALVE �-G--- GAS IJNE N0 w, —CATV— CABLE TV UNE a 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER 9 Tnna� f�IMgF TIMBER \ f\„ �3a' pQ WATER VALVE a SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, BULKHEAD Vys°1 1 - \ cn AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. BARRIER/uMir x ^`' " - / �o UGHTPOST w— WATER UNE " OF WORK (EXCLUDING - - 40 - - CONTOUR t 4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE SOME LANDSCAPE E PROPOSED 36 ^� q� -0- U11UTY POLE CONTO NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/rT. MITIGATION DRYWELL EDGE-OF wq�eR _`w-4\ 5) NO PART. OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL (rip) GUY WI OF THE LOCAL BOARD OF w-2 � / � � -� G RE w-3 . WETLAND. FLAG s FROM THE DESIGN ENGINEER AND THE AGENT w-3 HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. IyFQ(l ` PROPOSED 4^ W 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES L�Q�`C - - - - SILTATION BARRIER/LIMIT OF WORK o CHANGES IN DESIGN. - - - - 3 ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 7) THE INSTALLER SHALL ASCE EDGE OF LAWN UTILITIES PRIOR TO EXCAV ATION AND SHALL PROTECT UTIUTIES WITHIN THE WORK STRUCT1ON. PLAN LEACHING RECHARGE CATCH BASIN r 8 THE EXIISSTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE A ) PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED w WITH SURROUNDING CONTAMINATED SOILS AND BACKFlLLED WITH CLEAN 20 10 0 20 60 �W IRRIGATION WELL COARSE SAND. DRY WELL a 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 1 inch = 20 fE. ~ (THIS AREA IS SERVED BY TO!""IN WATER) IF APPLICABLE: STRUCTED �/ w 10) FILL MATERIAL FOR SYSTEMS ORGAN C MATTER IN OTHER DELETERIOUS MASS.`STANDARD VARIANCES: SEWAGE DISPOSAL SYSTEM STEM GRANULAR SAND, FREE MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN CAST IRON FRAME L 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE 14 SIEVE. COLLTAR & COVER TO FINISH THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. T0�1 OF BARNSTABLE BOARD OF HEALTH REGULATION GRAD THE MATERIAL THAT PASSES THE SIEVESHALL MEET THE FINISH GRADE E a FOLLOWING GRADATION REQUIREMENTS: e" FRAME FILTER FABRIC OVER A 2" 360-1 ,SETBACK REQUIREMENTS w LAYER OF 1/8" - 3/4" FILTER FABRIC 1" :: 2" x 4' WOODEN FINISH GRADE LEACHING FACILITY LESS THAN 100' FROM WETLAND w STAPLE FABRIC STA(E 6 ON CENTER Q j 4" SCH 40 STONE To POST (MAX.) FILTER FABRIC OVER A 2" LAYER (82': 18' VARIANCE REQUESTED) w SOIL REMOVAL NOTE a E. PVC FROM � OF 1/8" TO 1/2" STONE '�- � � a" w ROOF DRAINS 4'� 6' DIA. x 2.5' DEEP 0" " " �'�^ -SEPTIC TANK LESS THAN 100 FROM WETLAND N REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN LEACHING PRECAST (H-20) �-'3/4 TO 1-1/2 STONE 4" DIA. DRAIN PIPE (76: 24 VARIANCE REQUESTED) rA FIELD AREA DOWN TO C3 HORIZON (BELOW EL.= 30.7t LEACHING CATCH DOUBLE WASHED N 2 DIA scALE SEE DOH #1 & 30.4t - SEE DOH #2) AND REPLACE WITH BASIN SLOPE PRECAST " -PUMP CHAMBER LESS THAN 100' FROM WETLAND AS NOTED SAND FILL IN ACCORDANCE WITH NOTE 110. �, 2'_0" CONCRETE � DOUBLED WA TO 1 SHED STONE (91': 9' VARIANCE REQUESTED) DRAWIIVGFILE Y DRYWELL C16894.dwg BURY BOTTOM OF 360-18 A RESTRICTIONS DATE -6�9 r FILTER FABRIC IN 1'-6" 2'-0" 1'-6" On Q 6' x 6' TRENCH -THE 4' DEPTH OF NATURALLY OCCURRING PERVIOUS DRA"BY GENERAL NOTES: N 1. LEACHING BASIN TO BE SET IN CLEAN NATURALLY SOIL.MUST BE ABOVE MAXIMUM GROUNDWATER JRN INSPECTION NOTE 5'-0" ELEVATION. (REQUEST VARIANCE THAT 4' SUITABLE CHECKED BY OCCURRING SAND (NOT FILL). SOILS BE BELOW MAXIMUM GROUNDWATER 1 THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. ELEVATION) c b INSTALLATION CONTRACTOR MUST NOTIFY_THE DESIGN ENGINEER LEACHING CATCH BASIN DETAIL SILT FENCE DETAIL TYPICAL DR YWELL o o PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON NOT TO SCALE) HEREBY CERTIFY THAT THE CONDITIONS REQUIRED INSPECTIONS. (NOT TO SCALE) t (NOT TO SCALE) � SHOWN HEREON ARE LOCATED AS THEY t EXISTED ON THE GROUND AS OF 5-13-0& C291,wl - ° a ROOF RUNOFF IS TO BE COLLECTED BY GUTTERS, ATE w oq NOTE: DOWNSPOUTS, AND INTO DRYWELLS OR PROPOSED CATCH Z. / 8 THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO o THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL BASIN OR AS AN ALTERNATIVE, DRIP TRENCHES. o.366,JR ,~ FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND a H° 56859�, x CODE l�°�sas%° ¢ .LS w 1 2 LOCAL BOARD OF HEALTH REGULATIONS. No SuRv '� c� PROJECT NO. r q O OF _ SHEETS w - U C 16894.00 x GENERAL CONSTRUCTION NOTES: OASTAL 1. THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS. NU11 EElu1 V 2. DO NOT PARK, DRIVE LARGE EQUIPMENT, OR STORE MATERIALS ON THE DISPERSAL AREA. NO ACTIVITY SHOULD / OCCUR ON DISPERSAL AREA OTHER THAN THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. QMPtNY, INC. 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO STATE AND LOCAL CODES PERTAINING TO 24" C.I. FRAME ON-SITE SEWAGE SYSTEMS AND THE PERMIT FOR THE SITE. 260 Cranberry Hwy.Orleans,MA 02653 ro SUPPLY MANIFOLD 1/2 PIPING TO I AND COVER BE LOCATED ABOVE DRIP TUBING 4. THE INSTALLATION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND PROCEDURES AS SUPPLIED BY THE 508.255.6511 Fax:508.255.6700 FINISH GRADE 39580 TO ALLOW THE MANIFOLD TO DRAIN AIR RELEASE t" MIN. RAM INSERT MANUFACTURER OF THE EQUIPMENT. AIR REIEl1SE VALVE RETURN MANIFOLD TO BE RADIUS ADAPTER 5. THE CONTRACTOR SHALL BE CERTIFIED TO INSTALL THIS TYPE OF SYSTEM AND SHOULD HOLD A PRE-CONSTRUCTION 37.75 37.50 VALVE LOCATED ABOVE DRIP TUBING 37.40 37.40 HYDRAULIC a+++ TO ALLOW THE MANIFOLD TO DRAIN PVC FlP MEETING WITH THE INDIVIDUALS RESPONSIBLE FOR THE SITE DESIGN AND INSPECTIONS. THE MEETING SHOULD BE HELD I EXISTING UNIT '°�+,+� ++ PRESSURIZED PRESSURIZED ++ +++ ++ ADAPTER Z z "�� i DRIP TUBING +` -t y`+ PRIOR TO THE BEGINNING OF THE SITE WORK TO ENSURE PROTECTION OF THE SITE CONDITIONS AND TO ENSURE THAT DWELLING GRADE 40.3 MINIMUM ++i�r�n►3 DRIP TUBING +�y+�++��++ --12"-•� THE SYSTEM IS INSTALLED ACCORDING TO DESIGN. u 1/2'FLEX i (rn'•) I 6, IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN FLUSH RETURN FROM H ZONE SUPPLIES ZONE 1 + +� �, � Fes.++ ++7- HE PVC 4 TYP° PLANS, ALL WORK SHALL STOP IMMEDIATELY AND THE DESIGNER AND HEALTH AGENT SHALL BE NOTIFIED. ANY ONGOING r Epp TUBING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1,500 GALLON - 5 FINISHED GRAD 38.00 SEPTIC TANK/ P�M°P°(IAMB R HYDRAULIC UNIT COMMON RETURN WEQUAQUET LAKE VERTICAL INSULATED 1/ iG YC " DRIP TUBING " 22" PP VERTICAL INSULATED 7. DRIP TUBING MAY BE INSTALLED WITH A VIBRATORY PLOW, A STATIC PLOW, A NARROW TRENCHER (ETI WIDTH), BY v TREATMENT UNIT SUPPLY To /RIGIDV RETURN PIPE HAND TRENCHING OR BY SCARIFYING THE SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE E" (MONOLITHIC) HIGH ELEVATION 34.80 SUPPLY PIPE 1VC STALLATION DEP / (PER COLD CLIMATE U EXISTING (MONOLITHIC) (PER COLD CLIMATE g"-1 " NOTES) NOTE; ALL DRIP Lo Ps ARE To BE REQUIREMENTS FOR FILL MATERIAL IN TITLE 5 AT 310 CMR 15.255(3) WITH COVER CONSISTING OF SAND AND TOPSOIL 2 - j (A >G) SANDY LOAM 34,70 NOTES) PER �Es l To ALLOW�fOR ABOVE OODRIP S I oLINE DRAIN MEETING THE 6" TO 12" DEPTH REQUIREMENT. THE DESIGNER MAY INDICATE FOR THE TUBING TO BE INSTALLED UP TO O a OBSERVED WATER 33.50 INSTAl10N �EPTH 24 BELOW GRADE. ALL DRIP TUBING IS TO BE INSTALLED PARALLEL WITH THE CONTOUR. VEGETATIVE COVER MUST BE p TO BE BELOW REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION. O z Ig �� THE FROST LINE COMMON 8. ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC AND DRIP TUBING OF SIZE 1 1/2" OR SMALLER SHALL BE 3 O RETURN PIPE BELOW MOST LINE DRIP LOOP CONNECTION ACCOMPLISHED WITH PIPE CUTTERS APPROVED BY MANUFACTURER. NO SAWING OF PVC, FLEXIBLE PVC OR DRIP TUBING z o I NTS OF SIZE 1 1/2 OR SMALLER IS ALLOWED. ALL RIGID PVC PIPE, FLEXIBLE PVC AND DRIP TUBING IN THE WORK AREA p NOTE: THE DRIP TUBING SHALL BE THE LOWEST POINT TO ALLOW FOR DRAINAGE DETAIL �TYP.) SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING w FROM BOTH THE VERTICAL INSULATED SUPPLY AND RETURN PIPES THE PIPE. PRIOR TO GLUING, ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS. ALL PVC PIPE AND u NTS FITTINGS IN THE FIELD SHALL BE SCH 40. ALL GLUED JOINTS SHALL BE CLEANED AND PRIMED WITH PVC PRIMER PRIOR A w z TO BEING GLUED. ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK FILLED BY PRESSURIZING THE U STANDARD DRIP SYSTEM DETAILS a o i SYSTEM AND OBSERVING FOR LEAKAGE. STOP FEED MANIFOLD) 9. THE HYDRAULIC UNIT IS TO BE PLACED ON A BED OF 4"-6" THICK OF 3/4"-1 1/2" GRAVEL FOR DRAINAGE. IF q a STANDING GROUNDWATER IS A PROBLEM IN THE VICINITY OF THE HYDRAULIC UNIT, A SCREENED DRAIN TO DAYLIGHT IS A REQUIRED. O SOLD C ATE CONSTRUCTION STANDARDS:_ U 4 1 PVC PRIMED „ H O TREADED CONNECTION WW 04 V t 1" DIA. RIGID \ AND GLUED WITH iEFLON TAPE 1. TOP FEED MANIFOLDS ARE TO BE USED TO ALLOW FOR PROPER MANIFOLD DRAINAGE. TOP FEED MANIFOLDS ARE TO C7 w a AIR RELEASE MANIFOLD \ BE LOCATED SLIGHTLY HIGHER THAN THE DRIP TUBING. VALVE _ - PROPOSED r1 III 2. ALL ATTEMPTS SHOULD BE MADE TO PLACE THE HYDRAULIC UNIT WITH AN OPEN SOUTHERN EXPOSURE FOR WARMING / _ _ p E" (�O - HYDRAULIC FLEX PIPE RIP TUBING PURPOSES. U UNIT 3. THE SUPPLY AND RETURN LINES SHALL BE INSTALLED BELOW THE FROST LINE. THE VERTICAL SECTIONS OF PIPE 4 ADAPTER FITTING INSSERTDFIRTTING THAT CONNECT TO THE SUPPLY AND RETURN LINES SHALL BE INSULATED SCH 40 PVC PIPE. INSULATION SHALL BE a PVC FlP MINIMUM 1 2" THICK FOAM OR EQUIVALENT 1/2" RIGID FOAM INSULATION MAY BE INSTALLED UNDER THE HYDRAULIC / Y 3 ,..�1,:' It / ( ) / }a a,; Now �.;, ., r-� ;.Y.; ti��;, 1 1/2r0 CONNECTING DRIP TUBING To FLEXIBLE PVC PIPE UNIT TO PROTECT THE SUPPLY AND.RETURN LINES IN EXTREME CONDITIONS. SUFFICIENT GROUND COVER AROUND THE t,.. UNIT SHALL ELBOW CHECK INSULATION. A PIPES ENTERING AND LEAVING THE HYDRAULIC U I o z HYDRAULIC UNIT IS REQUIRED FOR INSULA ON. ALL E H THE UNIT Q VALVE "+ N DEGREES TO A DEPTH BELOW THE FROST LINE PRIOR TO EXTENDING AWAY FROM VERTICALLY DOWN 90 PROPOSED C r i '! y ., ,,., , .o'; HORIZONTALLY. ADDITIONAL INSULATION INSIDE THE HYDRAULIC UNIT IS ENCOURAGED. INSULATION TO CONSIST OF BLUE � 1,500 GALLON a DM rueilvG PUMP CHAMBERBOARD, BAGGED STYROFOAM, PEANUTS OR EQUIVALENT. IF FIBERGLASS INSULATION IS USED IT MUST BE SEALED TO / 1/2 DIA FLEXIBLE PVC RUNS f$ TQTgI) Gs Q PREVENT IT FROM BECOMING SATURATED. `: Y. .:, ... .......:. ...:. .,.., ... .... ).. ..:7.1 ... .. ..., ., r3... . _....... ....,.. .......,r .. ,r . ,.. i.1. -. - P..... ,.,... .. e. ... ...- I... ....v.. ..h .....,.... .4.:.... Fes/ ., .. c `. s:,.., Cry N :,. .: FLEXIBLE PVC CONNECTION ;�- �� ��� .,,� � ,, � ,:. , 4. DENSE VEGETATIVE COVER IS TO BE ESTABLISHED OVER THE SUPPLY TRENCH, RETURN TRENCH AND DRIP TUBING z r ;' D HEN TRENCHES ., ......,.,.. ..:, I T MP RATURES. IF VEGETATION CANNOT BE ESTABLISHED, T 1 DIA. FLEXIBLE , ;>'w:(�'') , , NTS PRIOR TO THE FIRST EXPOSURE TO FREEZING E E `.' M 6" 0 AY, ETC. UNTIL SUCH TURF SEAT, PVC RETURN AND TUBING ARE TO BE COVERED WITH A THICK LAYER (MINIMU ) F MULCH, STRAW/H ■ ;:, LINE (PRESSURE) ESTABLISHED VEGETATION I OVER THE DISPERSAL U B MINIMUM 4"-6"r COVER IS ESTABLISHED ESTAB ETA HEIGHT PERSAL AREA SHOULD E A INI >Q 772 THROUGHOUT WINTER MONTHS. `1a ofs ® z 5. CONTRACTOR SHALL INSULATE ALL "AIR RELEASE VALVES." INSULATION TO CONSIST OF BLUE BOARD, BAGGED ® PROPOSED 2a" covERs To STYROFOAM PEANUTS, OR EQUIVALENT, IF FIBERGLASS INSULATION IS USED, IT MUST BE SEALED TO PREVENT IT FROM �� ®�� SILTATION PROPOSED " BECOMING SATURATED. RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE INSIDE A VALVE BOX BUT AT aal��1 BARRIER/LIMIT 1 1/2' RETURN TO 1500 GALLON of F�iN sfi GRADE AN ELEVATION ABOVE THE HIGHEST DRIP LINE IN THAT PARTICULAR ZONE. OF WORK SEPTIC TANK 0.5� _` ''`;I' SEPTIC TANK FINISH GRADE 6. ALL LOOPS CONNECTING DRIP RUNS SHALL BE SLIGHTLY ELEVATED (MINIMUM 1"-2") SO THAT THEY DRAIN INTO THE r O� r / � ''I' ' MIN. (GRAVITY) r 9" MIN. DRIP TUBING AFTER THE PUMP SHUTS OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE LOOPS STAY A `�' 3' MAX. ELEVATED DURING AND AFTER THE LOOPS ARE BACK FILLED. �� _, / � �^ 1"^�4A'S�tiICu: u.k,..i,,.:.'f ,Yy� .,f,r .i ,rS,ai ,fayk !► / ',, .i / .f� '�""-.r.-_.,_ "hdYaTdw,, :�,'I�I,t`f•rrfFir r. _ 7. ALL CONDUIT ENTERING INTO THE CONTROL PANEL SHALL BE SEALED TO PREVENT CONDENSATION INSIDE THE PANEL. 4" DIA SCH 40 PVC PIPE . DROP:2" MIN - 3" MAX " T�- ',•'' FLOW LINE 4 DIA SCH 40 PVC PIPE _ PUMP N0 I GS: 10 Uaw OEvn+ so e°mv w� 1500 GAL PROPOSED EFFLUENT 1. REFER TO OAKSON, INC. INSTALLATION MANUAL FOR PUMP AND PIPING CALCULATIONS AND SPECIFICATIONS. UTILIZE 1 1 f X 4' SEPTIC TANK FILTER ZtBEL A18CO 2. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS. / EXISTING 3 BEp �✓ / W/SANITARY TEES ,° OR APPROVED EO1.IIVALENT • n WYE CONNECTION FOR 3. ALL PUMP INSTALLATION HARDWARE SHALL BE STAINLESS STEEL. >n / DOM IIEWNG /` BUILDING SEWER AND ' 4. A PERPETUAL MAINTENANCE AGREEMENT IS REQUIRED FOR THIS TECHNOLOGY. THE OWNER SHALL SUBMIT AN RETURN LINE JUNCTION OPERATION AND MAINTENANCE PLAN PRIOR TO .INSTALLATION. COMPACTED BASE GAS BAFFLE USE W/ 6" LAYER OF 'TUF-TITE' OR A CRUSHED STONE APPROVED EQUIVALENT ^i E DEPTH NOTE: / 1• THE AIR RELEASE VALVES 2. EACH ZONE TO HAVE / LIQUID DEPTH OUTLET ENE SHALL BE PLACED AT THE TWO AIR RELEASE VALVES. A 4 FT 14 INCHES HIGHEST POINT ON THE RETURN LINES TO BE /�/� 5 FT 19 INCHES SUPPLY AND RETURN LINE CONNECTED A COMMON PLANOF LEA lirl F�ELU AND 6 FT 24 INCHES FOR EACH ZONE. RETURN LINE. 7 FT 29 INCHES SUPPLY /, VALVE BOX WITH X MIN. RIGID MANIFOLD 1 RETq�RN FOAM INSULATION INSERTED UNDER SEWAGE SYSTEM COMPONENTS (TYP) COVER �y ,1.500 GALLON MONOLITHIC FROM DRIP V 8 4 0 8 24 1 RETURN AIR RELEASE VALVE SEPTIC TANK DETAIL FIELD W �- 1" SSup LY \ 1/2" SUPPLY 1/RETURN MANIFOLD CHECK VALVE NTS ( ) LAST LATERAL •• 1 inch 8 ft. ION NOTE; ALL RIGID AND FLEXIBLE PVC ARE TO BE d%'%� T�COMMON fT1 LOCATED ABOVE THE DRIP LINE TO ALLOW FIRST LATERAL ETURN r+i FOR THE PIPES TO DRAIN CONNECTION ZONE 2 I INSTALLATION ATION INSTRUCTIONS p� 91 D-THE DAILY DESIGN FLOW FOR THE SITE AIR RELEASE U6 1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6 DOWN FROM THE TOP OF THE RISER. (NOTE: IF THIS VOLUME IS NOT AVAILABLE TYPICAL MANIFOLD CONNECTION CUT THE EXTENSION PIPE (BY OTHERS) TO THE LENGTH NECESSARY TO REACH THIS HEIGHT. CUT`1/2 MAXIMIZE STORAGE VOLUME IN TANK BY PLACING THE ALARM FLOAT AS CLOSE To THE CONTROL UNIT PANEL MOUNTED NTS CHECK VALVE DETAIL `� Q OF THE PIPE DOWN 1Y TO 18" AWAY FROM THE TOP OF THE PIPE FOR PUMP DISCHARGE PIPE. DETAIL A OUTLET ELEVATION AS POSSIBLE THEN PLACE PEAK ENABLE FLOAT HALF WAY BETWEEN IN AN EXTERNALLY ACCESSIBLE NTS 12" TO 18" AWAY FROM THE TOP OF THE PIPE FOR PUMP DISCHARGE PIPE AND ATTACH TO RISER (SEE DETAIL A). 24' C.I. FRAME AND THE ALARM AND DRIP ENABLE BOATS LOCATION ?+ O 2. GLUE THE EXTENSION COUPLING (BY OTHERS) TO THE EXTENSION PIPE AND TO THE COOL GUIDE COVER TO FINISH GRADE 3. FOR RE-USE OF EXISTING CONCRETE PUMP CHAMBERS: GLUE ON THE COOL GUIDE FLAT CAP AND PLACE RIGID FOAM INSULATION UNIT AUUC THE COOL GUIDE FIRMLY IN THE BOTTOM OF THE TANK. ATTACH THE EXTENSION TO THE RISER, WITH FLOAT TREE SCH 80 UNION CONDUIT TO PANEL W GATE VALVE BY CONTRACTOR THE EXTENSION TO THE RISER, WITH THE ANCHORS AS SHOWN. NO WEEP 4. FOR USE IN NEW CONCRETE PUMP CHAMBERS: ANCHOR THE FLAT CAP TO THE BOTTOM OF THE TANK JUNCTION BOX HOLE TO BE ` _ Hu SUPPLY VALVE CAP MAY OR MAY NOT BE ag�,� ill 11. FLOWMETER U IN THE PROPER LOCATION TO HOLD COOL GUIDE AND EXTENSION. THE E _ GLUED TO THE DEVICE ATTACH THE EXTENSION WITH THE ANCHORS AS MOWN. CHECK VALVE FLUSH RETURN TO 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND THREAD THEM INTO SUPPLY LINE 1l= �1 != `I!ll`ll?I` =11r 11.11= ADAPTER BELOW FROST SEPTIC TANK. 1 _ _ DISC FILTERS a N PUMP DISCHARGE OR INSULATE `` 11 �� SCALE 6. ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED. ��_R8 0 wD I�DII \ERTICAL PIPE COOLING COLLAR 11UNDIA " FIELD FLUSH VALVE AS NOTED 7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER INTO THE GUIDE TUBE ATTACH AS PER 11=11E - -11= �ll Tp BE INSULATEDOF NOTE 1 70 HYDRAULIC 11�11=\1.11=1� 'f=ll=ll_N=11 ll 6 GRAVEL DRAWING FILE 8° ATTACH TO DISCHARGE PIPE, VALVES, AND CONNECT ELECTRICAL AS SPECIFIED. 1-1/2" SCH 40 UNIT 11-N-1\=\1 'il=_llJl-_!! ll__Il 8' OF STATIC LIFT TO HU (MAX) a C16894.dwg ! PUNG TENSION OLLAR IALARM1%!` FLUSH RETURN DATE i t�BY OTHERS 5 1/8" OR 2 WATERTIGHT 11=11=11=1� ''i ll�ll ZONE 1 SUPPLY IA' RETURN TO - =@$- 1r:z 1 1=1 0 -PEAK EN 11.11�11.' ZONE 2 SUPPLY SEPTIC TANK c PVC COUPLING DRAWNBY INSERT 5 1 8" OR 2 11�11%1\� PUMP OSCHARGE TO HU (GRAVITY 0.5x MIN.) JRN INLETS (BY OTHERS) �1=U�I111\= o W EN 4�--\1�11�11�\� - N 6 0 O 0 0° P8o OFF 2\1�11�11G11%' ( F 00000000 0°0 o SEE INSERT 18 =11:11;\1=1\�II' DRIP ENABLE FLOAT ELEVATION 1 COMMON CHECKED BY s n, RN FLOW �� ��FLOW o 40 PVC 14 �, �i=11=1�11-,1-11� BACKFLUSH VALVE N no COOL GUIDE �� �,��=11=��=,=11�`' U a AND PUMP =11.11� FLAT CAP OPTIONAL I 30' MAXIMUM DISTANCE 1'/�" SUPPLY FROM 0 t7 p e E ANCHOR PUMP TANK ~" v THROUGH END CAP COOL GUIDE 1"ZONE SUPPLIES o PATENT NO. 6,262,689 U O aC2*4*1 o PERC-RITE -15 GPM TYPICAL 1.500 GALLON PUMP TANK & HYDRAULIC-UNIT DETAIL HYDRAULIC UNIT DETAIL s NTS NTS ?of ?sI�ETs v c PROJECT NO• C16894.00 $j w I