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0199 MEADOW LANE - Health
199 MEADOW LANE West Barnstable A = 134 018 i Fax Send Report DEC-31-201410:12 WED Fax Number • 15087906304 Name BARNST HEALTH Name/Number 915083622603 Page 2 Start Time DEC-31-2014 10:11 WED Elapsed Time 00'26" Mode STD ECM Results [O.K] TOWN OF BARNSTABLE. Health Division-200 Main Street-HyamtiS,MA 02601 s�. �3 Date: j 2- FAX "�4 Number of pages including cover sheet € Z. TO: FROM: Tuwn of Barnstable Hcalth Division' Phone: _ Phone: 508-862-4644 Fax phone: Fax phone: 50.8-790-6304 T CC: KEMA)tKS: ❑ Urgent For your ❑ Reply p y ASAP ❑ Please commcuL review i - i i I ' I it i ! li I ' I TOWN OF BARNSTABLE. Health Division— 200 Main Street - Hyannis, MA 02601 AB� FA X Date: j 2 /':S Z Number of pages including cover sheet: 2 . TfD MP'�6 - TO: n FROM: V, rn �l i Cc +- 01-u;ry4A—e Town of Barnstable .J Health Division' Phone: Phone: 508-862-4644 Fax phone: (-,V j �)(,Z — Z(,o0 -z�, Fax phone: 508-790-6304 CC: REMARKS: ❑ Urgent ' For your ❑ Reply ASAP ❑ Please comment review i II New [/A System Permit Summary Sheet �$ Site Information �1SSAc�S � Town: I✓Ah � Town Permit# " AssessorAMap/Parcel T-- Unique Town ID # Site Address: ` f 'e c'.6,a e t" Owner Name: `M1l " E" a tory Alternate Name: .Home Phone:. Mailing Address: -0-'J6 r i Zk-r . Work Phone: rnA, p�_`l S Tale 5 Information (1 Building Type/Use: �i 1� ( m F (� Design :Flow: �' (gpd) Seasonal Use? Yes ❑ No ❑ Unknown ❑ . Bedrooms: Title V N:S.A.? Yes ❑ No Unknown ❑ Lot Size: V Non-standard components Please list all components e.g. I/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2xlyr, annual, etc. r � y lJ € i :. l i 4 :�aA„ f v �?rCG Vi (aIIlt` I'- .1/A Treatment Unit < n5,— Make and Model# 6�`��r-ry �/=C DEP Permit Type: ['General Board Approval Date: COC Date: Z/S D ❑.Provisional 0 & M Contract Entity: ❑ Remedial Contract Start Date: `1 -� I' Contract Duration: ❑.Pilot Unit Installation Date: ` Unit Startup Date: l' ?/011 DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ❑ BOD5 ❑ CBOD T❑ TSS ❑- TN ❑ Nitrated Nitrite`®' Organic N ❑ Ammonia ❑ TKN,51 Fecal Coliform ❑ Total P.❑ Organic P ❑ TDS❑ -Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: I b Other Applicable Limits: rt6 waL 4:L. f � L3vrt Influent " pH 0 BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Conform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to:. FAX: 508-362-2603 Email: bciatech@cape.com Town of Barnstable Barn .� AEAmedcaCRI Board of Health 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 May 23 2011 Mr. Jerome Goldstein 199 Meadow Lane West Barnstable, MA `RE Sampling of Wastewater Effluent from your Innovative/Alternative (FAST) System at 199 Meadow Lane, West Barnstable Dear Mr. Goldstein, You are granted permission to reduce the frequency of sampling and monitoring of the wastewater effluent from your onsite sewage disposal system consisting of innovative/alternative technology (FAST system) at 199 Meadow Lane West Barnstable. A public hearing was held before the Board of Health on May 10, 2011. The Board has received the report of eight test results with an average Kjeldahl Nitrogen level of 1.83 mg/liter, an average Nitrate-Nitrogen level of 10.26 mg/liter, and an average Nitrite-Nitrogen level of 0.38 mg/liter. This permission is granted with the following conditions: ❖ The wastewater effluent shall continue to be tested once per year for Total Nitrogen. Operation and Maintenance Inspections shall be conducted on a regular basis in accordance with MA DEP Regulations. Sin4nelle#r, .D., Wa Chairman BOH Q:\WPFILES\IA Monitoring Adj Goldstein 199MeadowLane May2011 .doc 25-APR-11 13:09 , FROM-JRENGPROD +15088807232 T-281 P.02/10 F-233 44 Commercial Street Raynham, MA 02767 Tel: (508) 880.0233 Fax: (608) 880-7232 April 5,2011 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Subject: Request for Testing Reduction FAST Treatment System Reference: Serial Number: 5149 199 Meadow Lane, West Barnsmble, MA Attached please find the results for testing performed at the property of Jerome Goldstein, 199 Meadow Lane, West Barnstable, MA. We are asking the Barnstable Board of Health to review the test data for that property to' see if that testing may be reduced. Please forward a copy of your decision to our office. Your help in this matter would be greatly appreciated. Sincerely, Wastewater Treatment Services, Inc. Service Department Cc: Jerome Goldsiein •I-- ( put -- � t 0 25-APR-11 13:09 FROM-JRENGPROD +15088807232 T-281 P.03/10 F-233 Environmental Services • B�C4 Site Sampling Data Auditing C.d R P O R s A T 1 Q N CERTIFICATE OF ANALYSIS -waTer Treatment Services,Inc. 44 Commercial Street REPORTED: 08/04/'LOQ$ Raynham, MA 02767 ORDER#: 00807122 COLLECTED BY: J.Peterson SAMPLE DATE: 7/22/2008 TIME: 8.30 DATE RECEIVED: 7/22/2008 LOCATION: 199 Meadow,West Bamstable,MA SAMPLE ID: Goldstein Grab(5149) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Farameters LAMM 0807122-01 Alkalinity 310.2 EPA 310.2 07/29/2008 mg/L 4 30.0 BOD SM 5210B ,. 07/24/2008 mg/L 4 31.7 Kjeldahl,Nitrogen_ EPA 351.2 09/01/2008 mg/L 0.50 6.74 Nitrate,Nitrogen 411013 SM 4110 B 07/23/2008 mg/L_ 0.50 5.84 Nitrite,Nitrogen 4110B SM 4110 B— —T 07/23/2008 .T'mgJL d- 0.25 1.23 PH SM 4500 H=B 07/23/2008 S.U. 0-I4 T 6.5 Solids, Suspended SM 2540 D 070-5/2008 mg/L. 4 �._.. 215 NA=Not Applicable ND=Not Detected Approved By: �$ Less �— a� Date Derection Limit Q-7 r ! ;i, AUG c) 5 2008 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph; 508-946-2225 Page 1 of I 25-APR-11 13:09, FROM-JRENGPROD +15088807232 T-281 P.04/10 F-233 ,cal Chemistry p Environmental Services Assurance AnalYT-511t1c '��ce Site Sampling ,city Assurance Services Data Auditing C: 0 R AT CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 10/31/2008 4 Commercial Street Raynham, MA 02767 ORDER#: G0810310 COLLECTED BY: M.Dillen SAMPLE DATE: 10/21/2008 TNE,: 13:00 DATE RECEI,VFD: 10/22/2008 LOCATION: 199 Meadow Lane, W. Barnstable,MA SAMPLE ID: Goldstein Grab (5149) DESCRIPTION: WATER REsut: S OF ANALYSIS Nest Parameters LAB-IDN. 08 31a-o1 BOID SM 5210B [0122/2008 m 4 _<a_p Kjeldahl,Nitrogen _EPA 351.2 10/30/2008 mg/L - 0.50 Nitrate,Nitrogen.4110B SM 4110 B - � 10122/2008�mg/L. 0,50 Y- - 13.2 Nitrite,Nitrogen 4110E SM 411111 10122,2101 1 mg/L 0.25 <0.25 {pH - ISM 4500 Ii+B ..SO/22/2008 — S_U. : 0 4 6.9 _ Solids,Suspended _ ISM 2540 D 10/22/?008 mg/L 4 _ <4-.0 NA-Not Applicable ND—Not Detected Approved By: '<' — Les3 Than Lab Manage ! Darc — W = Detection Limit NOV 0 4 2008 BY..............FagelofI Analytical Balance Corp., 422 West Grove Street, Middleboro, MA. 02346 Ph: 508-946-2225 25-APR-11 13:10, FROM-JRENGPROD +1508880T232 T-281 P.05/10 F-233 ..omisiry Environmental Services .ten[ /A . Site Sampling �y Assurance Services i irial�"I' �� Data A"4iiing C. 0 R V l' 1 0 N CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 41/2!/2009 Raynham, MA 02767 ORDER!#: Gr0912292 COLLECTED BY: M, Dillen SAMPLE DATE: 1/7/2009 TfME: 10:00 DATE RECEIVED: 1/8/2009 LOCATION: 199 Meadow Ln. W. Barnstable,MA SAMPLE ID: Gold3tein Grab (5149) DESCRIPTION: WATER RESULTyS�OF ANALY5IS r, Test,Parameters LAs roa: 0912292-01 Alkahniiy 3101 EPA 310.2 01/12/2009 M911- — 4 65.2 30D SM 5?I08 t01/08/2009 mg/L 4 =4.0 — _- (KjeldahI,Nirragen EPA 3512 Ol/t6/3009 _ mg/L 0.50 0.75 Nitrate,Nitrogen 4114E _ SM 4110 B 1 01/08/2009 mg/L 0.50 9.44 Nitrite,Nitrogen 411413 SM 4110 B 01/09/2009 mg/L 025 <0.25 PM SM 4500 H+_B 01/08/2009 ' S.0 ; 0-14 7.7 - — f Solids, Suspended SM 2540 D —'01/12/2009 mg/L T— 4 11.5 NA=Not Applicable ND=Not Detected Approved By: 1�1A 4' = Less Than *' = Dc[zetion Limit Lr►V mager Daze rJAN 2 2009 BY.-------------------- Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 page z of i 25-APR-11 13:10, FROM-JRENGPROD +15088807232 T-281 P-06/10 F-233 Environmental Services ,,mental Chemistry y�y Site Sampling ASstssment i/�7 Balance 11��..CCLL +1���+�+��jj Data Auditing Quality Assurance Services C. k, 4 A [; [ Cl h CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc- REPORTED; 05/11/2009 44 Commercial Street ORDER#' 00915048 Raynham, MA 02767 COLLECTED BY: M.Dillen SAM?L1;DATE 4/29/2009 DATE RECEIVED' 4/30J2009 TIME: 09:00 E T LOCATION- 199 Meadow Ln. W.Barnstable,MA ESCP D Grab(5149) DESCRIPTION: WATER Goldstein RFSU(.TS O1F AlVAI_Y Ib ,P�[!"d�4el'' ,...;.^ ,r, �.•h ':t},�ply,�C�l •.� 'D[���.'`,r, .U�i1S^. I•AB-M#_ 091,04"1 Test Parameters �4 4 .0 SOD SM 5210B 05/01/2009 mg/L - Kjeldahl,Nitrogen EPA 351.2 05/08/2009 mg1L 0.50 �8.46 04/30/2009 m L 0.50 Nitrate,Nitrogen 4110B SM 4110 8 � .D.25 Nitrite,Nitrogen 4110B SM 4110 B 04/30/2009 mg/L 0.25 SM 4500 H+B 05/01/2009 S.U. 0-14 7.9 P 4 9.5 Solids,Suspended SM 2540 D 05/05/2009 mg/L NA=Not Applicable ND=Not Dctc ted Approved lay• " 1< = Less Than �Lab�12ZMF llale " = Detection Limit MAY 12 zp ! 'Page78rI-- Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 50&946-2225 25-APR-11 13:11. FROWHRENGPROD +15088807232 T-281 P.07/10 F-233 Chemistry Environmental Services �sment r Site Sampling _.,ry Assurance Services al call BalmceT Data Auditing C 0 g P O R , A T CERTIFYCATE OF ANALYSISWastewater Treatment Services,Inc. REPORTED: 10/30/2009 44 Commercial Street Raynham, MA 02767 ORDER#: G0920867 COLLECTED BY; J. Peterson SAMPLE DATE: 10/20/2009 TIME: 13.30 DATE RECEIVED. 10/20/2009 LOCATION: 199 Meadow West Barnstable,MA SAMPLE ID: Goldstein Grab(5149) DESCRIPTION: WATER RESULTS OF ANALYSIS a Test parameters c.As-ln#: D4208b7.nt Alkalinity 310.2 EPA 310.2 10/22/2009 mg/L 4.0 2S.1 IBOD SM 5210B 10/210-009 mg/L 4 £4.0 KjeldahL Nitrogen EPA 351.2 10/29/2009 mg/L 0.50 2.22 Nitrare,Nitrogen 4110B� SM 4110 B 10/20/2009 mg/L } 0.50 4.70 10/20/2009 m 0.25 <0.25 Nitrite,Nitrogen 4110E SM 4110 B 1 _ --- pH SNI 4500 H+B 10/21/2009 S.U. I 0-14 6.9 _ mg/L i 4 '0.0 ^I S 10/23/2009 olids,Suspended� SM 2540 A jY - .. . NA=Not Applicable ND Not Detected Approved By:`.. � '<' = Less Than b Man er I 1]ats Detection Limit NOV 0 ;a 2009 �/- Page 1 of l Analytical Balance Corp., 422 Nest Grove Street, Middleboro, MA 02346 P11:508- 6-xm...............a 25-APR-11 13:11 FROM-JRENGPROD +15088807232 T-281 P.08/10 F-233 Environmental Services ,amental Chemistry site Sampling .ce Assessment An r�l MCC Data Auditing Quality Assurance Services C 13'V O R .+ A II -O N Mike Moreau CF-RTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. REPORTED: 06/1412010 44 Commercial Street ORDER#: G 1026803 Raynham, MA 02767 COLLECTED BY; M.]ailien SAMPLE DATE: 6/3/2Q 10 12:3Q DATE RECEIVED: 6/4/2010 TIME: SAMPLE ID: Grab(5149) LOCATION: 199 Meadow Ln. W.Barnstable,MA DESCRIPTION: WATER Goldstein RFSULTS OF ANALYSIS 1026 03-0 I LAB-ID�s: ,—�� I Test Parameters 4 0 16.8 � jnitylkal 310.2 'EPA 310.2� a6iO4/?a10 mg/L — SM 5214B 06/04/2010 m L 4 5.4 BOD _ -- —--i 8.41 EPA 351.? OG1112010 mg/L 0.50 — —. IICjeldahl,Nitrogen — 0.50 29.5 Nitrate,Nitrogen 4114E -- SM 4110 B �06/04P?Ol0 mg/L — -- 06/04i2010 mg/L 4�5 0.32 Nitrite,Nitrogen 4114E — SM 4110 3 -- 0-14 _ 7.3 H SM 4500 H+B o61aar2a 10 s.y. iP 06/08,12010 mg/L I 4 '0 Aids,Suspended 5M 2540 D — ---- NA=Not App:icablc NU=Not Detected Approved By- l.e5s Than _ tab 33lager Date 'C' = Y' = Detaction Limit JUN 1 b CU lU�L Page 1 of I > -Middleboro, MA 02346 Ph:508-946-2225 An&lytica!Balance Corp., 427 West Grove Street, 25,APR-11 13:11, FRO?k-JRENGPROD +15088807232 T-281 P.09/10 F-233 .,tal Chemistry Environmental!Services ,essment Arialv 't.CU Site Sampling Aity Assurance Services '�f Balance Daw Auditing CC O fI� N 0 R �A T 1 0 NT Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. REPORTED' 11/16/2010 44 Commercial Street Raynham, MA 0"�767 ORDER#: G1031474 COLLECTED BY: M.Dillen SAMPLE DATE: I1/312010 TIME: 8:00 DATE RECEIVED: 11/4/2010 LOCATION: 199 Meadow Ln.West Barnstable,MA SAMPLE ID' Grab(5149) Goldstein DESCRIPTION, WATER tt1;SULTS OF AN LYSiS � .t 'yr a •� �' � •�h ffi d �;,. Fes, y � �p'r �, .`triF� r C'• j- '�' ;,�`.�-°�.., . •.P�,Y ' ' `�I,.. -'d� y >-C% �tzxlvn �' +. .I�,T3 4i{�o dL�EHL' .�,.�.^ •3 �,:a S,,i' :i , .,t.r. � Test laarameters J LAS-IIN: 1031474-61 �Alkalinity y�310.2 EPA 310.2 11/08/2010 mg/L 4.0__ Ig pD SM 5210B 11/04/2010 mg/L� 4 _ 5.0 g Q.50 _Kje!dahl,Nitrogen EPA 351.2 11/05/2010+ I me�' 1.04� ._ _ INitrate,Nitrogen 4110B SM 4110 B 11/04/'_>010 mg/L i 0.50 7.63 I 'Nitrite,Nitrogen 4110B SM 4110 B —�04/2010 mg(L� 0.25 pSM 4500 B+B —�10412010 S.U__� 0-14 7.6 -I iS Us,Suspended SM 2540 D —11/08/2010 L mg/L 4 _ <4.0 �{ NA=Not Applicabit �Managel ND=Not Detemcd Approved By:1< = LcssThan La * = Detection Limit 721 �t NOV 18 2010 ; BY:--- ------•-------•- Page I of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, 1VIA, 02346 Ph: 508-946-2225 /G 25-APR-11 13:12, FROM-JRENGPROD +15088807232 T-281 P.10/10 F-233 Environmental Services :,ental Chemistry Site Sampling eLssessmant 40POW9 Quality Assurance Services Date Auditing Mike Moreau CERTXFICATE OF ANALYSIS Wasiewater Treatment Services,Inc. REPORTED: 02/09/2011 44 Commercial Street Raynham, MA 02767 QRDER#: G1133895 COLLECTED BY- M.Dillen SAMPLE DATE- 2/1/2011 TIME: 8:00 DA'T'E RECEIVED: 2/1/2411 LOCATION: 199 Meadow Ln.- SAMPLE ID: Grab{S 149) DESCRIPTION; WATER Goldstein RE, —LTS OF A.NAL'YSiS .,tM, fin,. �; b ,„�;, �,�::j.,�},m' ."�.K 1r{:.l.g�.�l ,��jj,, ,.�'1;�•'�w,;5; fr ?!;?,1`��G f�,} °i „t:." ^•P' c �. ,�� _ .0' p�� 4°� - 'B„+•, L� �F" ^`8y5.,; Jr'., �tr,�'I .�....., ,,,a,•1'�..?r.: Mi�'r:.Mp;=' :'m, Q� {, i• •�x�' ,'�e:�"�(" 1 �L';(�t:J;v-y:•p ,,;, >,� �'� �. if•. ,� � �� ;ks{,t" I„��1•�,. :�->�'•'•',`.•k,, °'i� � Q' ,n�S `��� o al. 15Tfi f+F..�;' '?�dr: "►'�'. t: •4�:•r, F�''a � �h N;,�,. 1'�"Sf'S1wJ,�F� y..� :�:e�,. ,,�,M��T'i�'-�n"'�.,a� .,N f°�...• ,-�8 C� r:' �,.�a� .;�„6^ '.` `� '..•. .�,�•:r u9 `.?� �... -:,T.. .�R, _yl:;•. q;+�.: ti.�; a_, YI,�t',•'`�t'rw:,�; r �: h•a r•. 4t,!�ll'�� ,Fftr.. ��,;-.•. ,, ;'i.'r'. �' ,�3�:,. 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'P;-:• .h�..- 'p,��'�• '�¢'" *' d.*.,,tb�lri } d�f`y', `"�1:-',.. 7 �:,t� '•.q�+�'_:'h• �V)'T�.fi""T>4. :J..,r�' �Y�.dC�:...��,.d`':., �ir,� . . -k•..• ..w:i: '7.:- ` {o;�F'.��:i Ark^:^�.:;�. •a r!•. •-?;{.1:.,ar• n,CJ n a• 7a"! 1. r,o Test Parameters1:A�-ID#: i 33x95-0 1Alkaliniry 310.2 EPA 310? 10?!U3l20 i t mg/L 4-0 98.4 IBOD ~^ SM 521OB --FOZ 02/2011 mg/L 4 <4.0 -- - - EPA 351.2 02/04/2011 rng/L j 0.50 0.74 N!ldahl,Nitrogen— INitra[e,Nitro en 4110B SM 4110 B _ 02/0U2011 rng/L 0.50 4.19 - 02/01i2011 m 0.25 C0.25 INttrite,Nitrogen 4110B SM 4110 B _—, • --.. • — TH SM 4500 H-rFl 0-Fil 011 S.U. 0-14 _— $•i _��� SM 2540 L7 02/03!?011 I mg/L—T -- 4 <4.0 Solids,Suspended _� —1 NA=Not Applicable ND- Not Duetted Approved By•'�����,a / [' = Lrss Than [ab onager / t7eta *' = Deteudon Liniit 2011 p#ga i of 1 Analyrlxal,Oalance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 506-946-2225 1 25-APR-11 13:09,. FROA+f-JRENGPROD +15088807232 T-281 P.01 F-233 44 Commercial Street-Raynham, MA 02767 Tele: 508-880-0233 Fax: 508-880-7232 TO: Barnstable Board of Health BATE: April 25,2011 ATTN: Sharon FAX#: FROM: Janet Whitman SUBJECT: Goldstein TOTAL PAGES: 10 (Including Cover) 199 Meadow Lane,W.Barnstable As per your request,testing results for the above-mentioned property, I 44 Commercial Street Raynham, MA _ 02767 u Tel: (508) 880-0233 Fax: (508) 880-7232 April+5, 2011 Barnstable Board of Health 200 Main Street r.. P y Hyannis, MA 02601 Subject: Request for Testing Reduction FAST Treatment System Reference: Serial Number: 5149 -199'Meadow Lane, West Barnstable MA�, Attached please find the results for testing performed at the property of Jerome Goldstein, 1-99 Meadow Lane, West Barnstable, MA. We are asking the Barnstable Board of Health to review the test data for that property to see if that testing may be reduced. Please forward a copy of your decision to our office. Your help in this matter would be greatly appreciated. Sincerely, Wastewater Treatment Services, Inc. Service Department 1 N rn Cc: Jerome Goldstein Environmental Services Analytical Balance Site Sampling G O R P O R A T 1 O N Data Auditing CERTIFICATE OF ANALYSIS !_.owater Treatment Services, Inc. 44 Commercial Street REPORTED: 08/04/2008 Raynham, MA 02767 ORDER#: COLLECTED BY: J.Peterson G0807122 TIME: 8:30 SAMPLE DATE: 7/22/2008 LOCATION: 199 Meadow, West Barnstable,MA DATE RECEIVED: 7/22/2008 SAMPLE ID: Goldstein Grab (5149) DESCRIPTION: WATER RESULTS OF ANALYSIS Test Parameters - _ �- ' - a . LAB-ID#: 0807122-01 Alkalinity 310.2 EPA 310.2 07/29/2008 mg/L 4 BOD 00 SM 5210B 07/24/2008 m 4 3 39.7 Kjeldahl,Nitrogen . g EPA 351.2 08/01/2008 mg/L 0.50 Nitrate,Nitrogen 4110B SM 4110 B 07/23/2008 6. 4 Nitrite,Nitrogen 4110B SM 4110 B 07/23/2008 mg/L 0.50 5.84 pH mg/I 0.25 1.23 SM 4500 H+B 07/23/2008 S.U. 0-14 Solids, Suspended SM 2540 D 07/25/2008 6. mg/L 4 21.5 NA=Not Applicable ND=Not Detected <' = Less Than Approved By: g 8 *' = Detection Limit Manag / Date ' AUG 0 5 2008 I--°o_a__e_e_e_e_�___ Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1 ,.cal Chemistry Environmental Services ,cssment ,'ii ty Assurance Services An nl ical Bake Site Sampling Gj,j --.— Data Auditing G O F `Y O R S g A 1, I O N Wastewater Treatment Services, Inc. CERTIFICATE OF ANALYSIS 44 Commercial Street REPORTED: 10/31/2008 Raynham, MA 02767 ORDER#: G0810310 COLLECTED BY: M.Dillen SAMPLE DATE: 10/21/2008 TIME: 13:00. DATE RECEIVED: 10/22/2008 LOCATION: 199 Meadow Lane, W. Barnstable, MA SAMPLE ID: Goldstein Grab(5149) DESCRIPTION: WATER RESULTS OF ANALYSIS ' S �:arameter��r.;w� � �' :� w t?�. `": `'�: �'ri5�a a rc�,' sF�t.�.r'�;.,� ��""�".�o-��:.�?�'�s°� ,�.i�.�',�?.k�`� ��E" '�u �� 5 -^*-t��.:u.- F:•`:.�<, �-,� ��" �'-a.. �kkD �.: atev,� ;� � �njtS �.m Bid �,?�3.n DP.ttm' Nl ��.^�'F.: �a�" '�i 77 ;u Aa.r+� -4 �� J:•i�s9r :.,, S-.a"���''['• ';"+ 7 sa::a��i,;- ��ft':.�-S'., is ��... s'�# s�" «. '� cs..• <� .:-. +C�'F _ ra"�-�" Result s}�"'tt' '�"zns a•� �r`A, ,.�<_. � � '�`fk�,j � '�. � ,. .,r w'}.. ��' :� .�+x3�,..;,r'€ i����-K -y 5,..� � n -4 r_�:c '�. �n,�.. 'r`A=p v f. .-24'k... ++ft-«n. .r fls'S:r. 'R5,�n.,�., +�� �4. ...:'�d�"`��y4T a7"�7.^�re,.';�,:$xut ,ir"E � �i�'���,-�-"� r�, f-+ 4�r .k:�•.=,v"`�"''�s�_�..�'' �"-.Sr"P�e-".�?:.` Test Parameters LAB-ID#: 0810310-01 BOD SM 5210B 10/22/2008 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 10/30/2008 mg/L 0.50 1.23 Nitrate,Nitrogen 4110B SM 4110 B 10/22/2008 mg/L 0.50 13.2 Nitrite,Nitrogen 4110B SM 4110 B 10/22/2008 mg/L 0.25 <0.25 PH SM 4500 H+B 10/22/2008 S.U. 0-14 6.9 Solids, Suspended SM 2540 D 10/22/2008 mg/L . 4 <4 0 NA=Not Applicable ND=Not Detected = Less Than � Approved By: *' Detection Limit La b Mana e / Da te ate NOV 0 4 2008 BY--------------Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 zir-istry Environmental Services rent E , Site Sampling rl Assurance Services An 1C�� Y 11Gl1GL11Le Data Auditing -- G C} R 11 O R A 'I' I O N , CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 01/21/2009 Raynham, MA 02767 ORDER#: G0912292 COLLECTED BY: M. Dillen SAMPLE DATE: 1/7/2009 TIME: 10:00 DATE RECEIVED: 1/8/2009 LOCATION: 199 Meadow Ln. W. Barnstable,MA SAMPLE ID: Goldstein Grab (5149) DESCRIPTION: WATER RESULTS OF ANALYSIS Wr •,H •1`iy`. r�: 2a1' C ,. :-ir'� W *, ia..- yn: .-�;` ON°;���c°_.r.'�'� �:; -�� i 4' '``!.� `'^" ';''' '�, P tParameter �� s t, �Analyh ante,: =nifs a5� , {{{{�b r .�� i A arm:�, ,�r �; t.,a. ,.� ' C -1$.�•r.�, es�lf � �3'F('yj"Yd#fin � yY• �h a� - � J�" � j� �� �:. *� }�zq��� �� �.,; -� ���a.� ���� :�� •et ocl �:� �'Anal, ed� �, ,�� �rm� � �� Y _ �i�� �. � �T •..„�+...,, ,. �+ ^a:�- '�7'�« Y",, fm.��"s�` � ''yy 4 'x,���'fi��,�� 'Ai �� .r�'�`�`r s�'eS"K�,� ri*"' � i � Test Parameters LAB-ID#: 0912292-01 Alkalinity 310.2 EPA 310.2 01/12/2009 mg/L 4 65.2 BOD SM 5210B 01/08/2009 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 01/16/2009 mg/L 0.50 0.75 Nitrate,Nitrogen 4110B SM 4110 B 01/08/2009 mg/L 0.50 9.44 Nitrite,Nitrogen 4110B SM 4110 B 01/08/2009 mg/L 0.25 <0.25 pH SM 4500 H+B 01/08/2009 S.U. 0-14 7.7 Solids, Suspended SM 2540 D 01/12/2009 mg/L 4 11.5 NA_Not Applicable ND=Not Detected Approved By: <' = Less Than *' = Detection Limit Lab 64anager V Date JAN 2 2 2009 BY„------------------- Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1 • `r F hemistry Environmental Services E r� �ttrp Site Sampling f uality Assurance Services Analyral . Balance Data Auditing C: 0 R F U R A T I O N CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 05/11/2009 Raynham, MA 02767 ORDER#: G0915048 COLLECTED BY: M. Dillen SAMPLE DATE: 4/29/2009 TIME: 09:00 DATE RECEIVED: 4/30/2009 LOCATION: 199 Meadow Ln. W.Barnstable,MA SAMPLE ID: Goldstein Grab (5149) DESCRIPTION: WATER RESULTS OF ANALYSIS rrd' `Y r'`bX�...zi .. �,x Paralneter ' -R Ana1t t1Ca1 Dater I11tS Det �CSTiI Y f s Method Analyzed t t , k x �€y' �`•� � �s � -x•r,:.. � v' ,�., e�.. � �.` € � � -�� � n ;:� ��R is t��r..:� �� ?� � f", �.�,r .' Test Parameters LAB-ID#: 0915048-01 BOD SM 5210B 05/01/2009 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 05/08/2009 mg/L 0.50 <0.50 Nitrate,Nitrogen 4110B SM 4110 B 04/30/2009 mg/L 0.50 8.46 Nitrite,Nitrogen 4110B SM 4110 B 04/30/2009 mg/L 0.25 <0.25 pH SM 4500 H+B 05/01/2009 S.U. 0-14 7.9 Solids, Suspended SM 2540 D 05/05/2009 mg/L 4 9.5 NA=Not Applicable ND=Not Detected Approved By:., <' = Less Than Lab NYnager FDate x' = Detection Limit .' MAY 1 2 2009 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 s hemistry rr Environmental Services met Anal ICLIl F BC� Site Sampling alanAssurance Services Data Auditing C: O R P O R A T 1 O N r�rF- CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 10/30/2009 Raynham, MA 02767 ORDER#: G0920867 COLLECTED BY: J.Peterson SAMPLE DATE: 10/20/2009 TIME: 13:30 DATE RECEIVED: 10/20/2009 LOCATION: 199 Meadow West Barnstable,MA SAMPLE ID: Goldstein Grab (5149) DESCRIPTION: WATER 0F ANALYSIS RESULTS S S _ 901-711 .a.�'�'.v Test Parameters LAB-ID#: 0920867-01 Alkalinity 310.2 EPA 310.2 10/22/2009 mg/L 4.0 25.7 BOD SM 5210B 10/21/2009 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 10/29/2009 mg/L 0.50 2.22 Nitrate,Nitrogen 411 OB SM 4110 B 10/20/2009 mg/L 0.50 9.70 Nitrite,Nitrogen 411 OB SM 4110 B 10/20/2009 mg/L 0.25 <0.25 pH SM 4500 H+B 10/21/2009 S.U. 0-14 6.9 Solids,Suspended SM 2540 D 10/23/2009 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved '<' = Less Than ab Mana er / Date *' = Detection Limit p �G AWE R y. Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508- 6-222*5------------ i mental Chemistry Environmental Services e it 'ssment A ��VP �r�� , lB rp Site Sampling -Quality Assurance Services 1L�� 1, ry /! l,l. Data Auditing C O R 0 R A T' I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 06/14/2010 Raynham, MA 02767 ORDER#: G1026803 COLLECTED BY: M.Dillen SAMPLE DATE: 6/3/2010 TIME: 12:30 DATE RECEIVED: 6/4/2010 LOCATION: 199 Meadow Ln. W.Barnstable, MA SAMPLE ID: Grab(5149) Goldstein DESCRIPTION: WATER RESULTS OF ANALYSIS ME 5m gam f�::P.._� M�'' ' Test Parameters LAB-ID#: 1026803-01 Alkalinity 310.2 EPA 310.2 06/04/2010 mg/L 4.0 16.8 BOD SM 5210B 06/04/2010 mg/L 4 5.4 I Kjeldahl,Nitrogen EPA 351.2 06/11/2010 mg/L 0.50 8.41 Nitrate,Nitrogen 411 OB SM 4110 B 06/04/2010 mg/L 0.50 29.5 Nitrite,Nitrogen 411 OB SM 4110 B 06/04/2010 mg/L 0.25 0.32 pH SM 4500 H+B 106/04/2010 S.U. 0-14 7.3 Solids,Suspended ISM 2540 D 06/08/2010 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Approved By: - i,v%r� 6��6�j Less Than Detection Limit Lab Vanager 1/w Date SUN BY Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Page 1 of 1 . I al Chemistry Environmental Services s'sment Anal icalOL� �� Site Sampling ,tyAssurance Services Data Auditing C C} R P O RA 'r F O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 11/16/2010 Raynham, MA 02767 ORDER#: G1031974 COLLECTED BY: M. Dillen SAMPLE DATE: 11/3/2010 TIME: 8:00 DATE RECEIVED: 11/4/2010 LOCATION: 199 Meadow Ln. West Barnstable,MA SAMPLE ID: Grab(5149) Goldstein DESCRIPTION: WATER RESULTS OF ANALYSIS `,3 'X5"µ rn r.`""xx� 9�5�.*aa �, ;..;�s c.•bc�,'s a4s`• �� s [ «l. a�x yrM _ r?., .�k ss.'=4'+.,��"��x� r�'��3ra�' � �t".. ''•-'t'���'�'�i.'.�s�h� �7gY�.•v.:�. d`-.y ,a �y -.r—�" Fx ��� ��""�s K-.K� 4.: � 4�3� "4F s.>.'.'f" .r`�, P ,.:":. �` zg.±s3^ I�'�� ��� .... Parameter�r,•�a}' -�� '!� r '�'� ,�� Anal �.c_ ��..�. ; ��rDate i �"�r�Uruts���' .��z ..�'�^I7et- , � r�.�� ��r .`�'.-„ ��.^w:xsr�"�v�r' �:��-.,',,_.. ,�_: �,N .:.:�u �r:� `'�`. s„,. a.. ..:.�:d5 x: ,+•3 a;..� 4 ' 7 .'it- '�'�... -.�.� , �MK,��4rcx h�'cc .,1�e8U1�,. �-r$F �+ky7�i ;"�e.7 t g;���,r�'.:;^ w:C;��.Wr. �.�:'d3,y Y 7� d� "'�a.'�h. .,i 4., j-.. # a�?-s� ��•'=�u� �3'�-�-a�s''„�#�.,. ...�f1. .�j'�' ;:,�` •'ram ..uP}•- �t�;'„z'k `�`i ',�S y ..Tr'� �,P��E -� ..�t- ��,h.::ups '"r�.r.. �" �:.�. .ht..f,.�,=xs�. ..��`��'�'�'-&. t 'a �y J:i' - �cTK.y�^ *h. •.�v„�r+x � _ p...«.�.nt: ,sue hp.« d� .�T _...?.4r+fit ��S"�-"c•: i;'? �j-.�"�rr s., � €r�+`� ��^ ,r-#,w,+ r�is�`'4 :.,���u.e�.:i.4,�'�'�, „rs, �S-.,;.s''na��i5��- {�a_-s}`^x�a t��� ' �:,...,i Test Parameters LAB-ID#: 1031974-01 Alkalinity 310.2 EPA 310.2 11/08/2010 mg/L 4.0 62.9 BOD SM 5210B 11/04/2010 mg/L 4 5.0 Kjeldahl,Nitrogen EPA 351.2 11/05/2010 mg/L 0.50 1.04 Nitrate,Nitrogen 4110B SM 4110 B 11/04/2010 mg/L . 0.50 7.63 Nitrite,Nitrogen 4110B SM 4110 B 11/04/2010 mg/L 0.25 <0.25 pH SM 4500 H+B 11/04/2010 S.U. 0-14 7.6 Solids, Suspended SM 2540 D 11/08/Z010 mg/L 4 <4.0 NA=Not Applicable yy JJ ND=Not Detected Approved By:., <' = Less Than *' = Detection Limit L9 Manage / Date Nov 1 8 2010 B Y--------------- ______ Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 ,ental Chemistry (fitr �� Environmental Services r- SE" Asment � ��� � a C '}L{j 1 Site Sampling lity Assurance ServicesY C: 0 R /P O R A I O I� Data Auditing Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services, Inc. 44 Commercial Street REPORTED: 02/09/2011 Raynham, MA 02767 ORDER#: G1133895 COLLECTED BY: M. Dillen SAMPLE DATE: 2/1/2011 TIME: 8:00 DATE RECEIVED: 2/1/2011 LOCATION: 199 Meadow Ln. - SAMPLE ID: Grab (5149) Goldstein DESCRIPTION: WATER RESULTS OF ANALYSIS I f N � y �� a ��i 4 Afi" a- � � � ,Sx? -3• r3t. a s m" r � �, '�r F'"' t „�;'� h; � �;: �,; -, analytical 1Tmts x Def Result fi, ' _• -_ ......, .,.4.,; .f x. .,.�.,H� .F», a�:x c,,,iF•�ek C '..�W _F. .;[ :.,�a•-.,_"ti '.� v .; ` �' !Test Parameters LAB ID#: 1133895-01 Alkalinity 310.2 EPA 310.2 02/03/2011 mg/L, 4.0 98.4 BOD SM 5210B 02/02/2011 mg/L 4 <4.0 Kjeldahl,Nitrogen EPA 351.2 02/04/2011 mg/L 0.50 0.54 Nitrate,Nitrogen 4110B SM 4110 B 02/01/2011 mg/L 0.50 4.19 Nitrite,Nitrogen 4110B SM 4110 B 02/01/2011 mg/L 0.25 <0.25 PH SM 4500 H+B 02/01/2011 S.U. 0-14 8.1 Solids, Suspended SM 2540 D 02/03/2011 mg/L 4 <4.0 NA=Not Applicable ND=Not Detected Less Than Approved By: '<' = *' = Detection Limit Lab anager / Date lJ � f-1 2011J t `Y Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 � I 44 Commercial Street " Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 April 8, 2008 Barnstable Board of Health 200 Main Street Hyarr:is, MA 02601 �.. Attention: Board of Health Agent � Reference: Home FAST Treatment ma`s ' Mom, Serial Number: 5149 s X7- UO i fn Attached please find a copy of the Product Registration Report for the FAST Treat ent System for the startup performed on 04/03/2008 at the home of Jerome Goldstein 1 cated at 199 Meadow Lane, West Barnstable, MA. Also, attached is a copy of the fully executed Inspection &Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan Enclosures I N C 0 R P 0 R A T E 0 8450 Cole Parkway m.Shawnee, KS 66227 m Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite .biomicrobics.com m www.biomicrobics.com 0 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-U — "6 Date Shipped to End User 2/7/08 Serial# 5149 OWNER K NAME Jerome Goldstein ADDRESS 199 Meadow Lane CITY/STATE/ZIP West Barnstable,MA 02668 PHONE/FAX s BiO=MICROBICS"DISTRIB 9TOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynham, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 'r INSTALLER `, NAME Shoreline Construction ADDRESS 87 Pond Street CITY/STATE/ZIP Osterville,MA 02655 PHONE/FAX 508-326-3965 CONSULTING ENGINEER if a` licable `` NAME Horsely&Witten ADDRESS 90 Route 6A CITY/STATE/ZIP Sandwich,MA 02563 PHONE/FAX 508-833-6600 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear (y Ll Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage Septic tank filled to operating level Inletloutlet piped correctly Air Lift Operation Filter element installed Recirculation tube in place Blower hood secure 0/ U Fasteners tight Blower works correctly WATER-TIGHT JOINTS Blower located within 100'of O/ 0 LjTreatment unit to septic tank &I--, Ll treatment unit - Air line clear (� Entrance tube to insert cover a/ 0 � Air inlet screen clear Insert to insert cover 21 Blower hood vents clear Discharge line connection Factory Authorized Personnel: Title: Firm: Wastewater Treatment Services, Inc. Date: JAN-05-2008 03.51 AM SCOTT-CROSBY 5084289080 P. 3 04-JAM-01 12:40 FROM-AENIPROD t1606a90t292 7-020 P.02/01 F-390 �astuvaeer,�i+e�ztirur�G JrJ , 9� 44 Commercial Sirest Raynham, MA OV97 Tel:(508)$80.0233 Fax:(608)NO.7232 Agreement entered into by and between Wastewater Treatment Services,I"(herein called WTS)and the FAST°System OWNER(heroin called OWNER)for the inspection by WTS of certain equipment of OV1MR which is described below. Upon acceptance of this agreement at WTS'a otilce,WTS will render the following services only: Squipment will be inspected at least 2 tildes per year that this Agreement remains in effect,with the first inspections beginning 611j These inspections will isiolude: 1) Testing of the sludge depth in the septic tank 2) Inspection,power testing and cleantreplace intake filter of the air blower. 3) Inspection of the alarm systettt. 4) inspect overall condition of FAST'Systetn. S) Notify OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing withia 24 hours of s system failure or alarm event including eorrectivs measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs-or maintenance. Arty additional labor time will be billed to the OWNER at current labor rates of$79.00 per hour. Etnergenoy service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a mWm=four(4)hours of labor, plus standard WTS charges for parts. plus mileage and travel charges. The annual rate includes routine maintenance,but dogs not include repairs required for damages caused by abuse,accident,theft,acts of thud persons,forces of nature,or alterations made to the equipment. WTS shall not be responsible for failnra w render the agreed services if eeused by stn"ces,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understand's and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's pmperty and have sioceptable access to all areas deemed by WFS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to Bend OWNER ayproxinutely 10 days before expiration of the term of the current contract(1)tither a new contract or an offer to attend the current contract's term,and(2)an invoice for one scar of service, it is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension,completed and signed. WTS mot receive the payment and document before expiration of the then current contract year to assure continuous coat.'9ct coverage. Failure to return suoh documents on time or:o JAN-05-2008 03:51 AM SCOTT-CROSBY 5084289080 F. 4 04-JAN-01 1:40 /ROWt-JUNGFR00 +180d8t0t232 T-818 P-03/00 F-Ul otherwise comply with this contract,may result in suspension of service,cancellation of the contract and/or nullification of wuuntmics,at the election of WTS. OWNI£R may not assigtt this corsuact without the prior Nyritten aaasent o:WTS. It will r,:rmin in force until it puny cancels by written notice to the other at the address giver. iicreirl,or until the oontrtsct turn txpires, whichever is 3 0419r• aj&NlJT;.A(.MR1;s 1i SERIAL NQ. LOCATION AhMAL RArI� c '� Bio Microbics Microl~AST W.Batrisrnbla,l�1A $400.00 Gencmt . E LTIPMENT O ater Treaitment Services,Lam. *Signed by OWN1 Ter ome Dolds.ei Signed: w A(1dfC58J 199 Meadow Lanz 44 Commercial Street ,.�.. _-..r.r.._ Raynham;MA 02767 Tale;(308)W-0233 *City' ��y(�BArtistalal�State:'„ , ;,..Zip; 76fs Fitx:(508) 880.7232 Telephone •tS 7• '7 .. .2708 Effective Date of Agreimoral _ Daytime Telephono,,,; OWNER understands that(1)ANNC;AI RATE payment is for o a�,�ly commetwing on thr c6ct'ive data set, forth aUov4:and is Hutt-refun�lable;anti(2)G nerit DEP Rn iion requ v O'VI�:YER to maintain a service agreenwnt&cr the life of rh ASTasystem _ Al U SRSTAND TUE FOREGOING, *Sigredby Own XMuni Tc+Jtiteg T Town Requirements area Effluent ample will be taken quarterly for the first two years and dolivered to a qunlifieJ testirng'lab for evaluation, Results sent to State and local Agencies as will as the OWNER. OWNNER is responsible for providing accepcable access to effluent to enable a grab sample to be taken for laboratory tastin performed. *(PLEASE CHECK ONE) (X GtNTXA►L ( j REUEUiA1. ( )PROVISIONAL. `SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or if'YES,pleaso attach oopy of perrr it t X)BODS,TSS;pH,Total Nitrogen,Alkalinity "Cost for testlttg: .4Q/YL Operator assiguod; WU,M AXare _tti Telephone: LIDS)4W3868 * peer• or�sle�y&, hirw *Approval for Effluent Tessin o eowner's kUnAturE 1 .�JqA r 4 ry n � x , v is e6..i - 99 f . R. c v s G s 5 Y n y x w s s x s 4 1 t a �� J � EXCERPT FROM THE BOARD OF HEALTH OCTOBER 9, 2007 MEETING B. Joe Henderson, P.E., representing Jerome and Marlene Goldstein — 199 Meadow Lane, W. Barnstable, 1.38 acre lot, addition to house, increase from four to six bedrooms, three variances (continued from Jul 2007 meeting). Joe Henderson reviewed the new Fast System. Joe explained that John Rowland at Fast stated that DEP's approval is with the 500 gallon tank. The 500 gallon tank allows for food for the bugs, and then normally the 1,500 gallon Fast system is attached to that. The 1,000 gallon tank in between the two tanks was placed there to eliminate any issues for the Board. The Board determined the 1,000 gallon tank can be eliminated. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the plan with the following conditions: 1) a letter will be obtained from the DEP acknowledging acceptance of the 500 gallon to 1,500 gallon Fast, 2) the 1,000 gallon tank will be eliminated, and 3) the monitoring system will be quarterly for two years, then the applicant will come back before the Board for review of the monitoring system. (Unanimously voted in favor.) C= �k Q:\MINUTES\2007\EXCERPTS\EXCERPT 199 Meadow Ln WB Oct 2007.doc J pp THE Tp Barnstable Pv y� p� Town of Barnstable A"mericaCity A4FtNSTAULE. Board of Health ibgq. �0 ArfO MAt t`' 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 Revised November 5, 2007 [Condition#1 regarding Septic Tankl] Original Variance Decision Letter Dated October 16,2007 Mr. Joe Henderson Horsley Witten Group, Inc. 90 Route 6A Sandwich, MA 02563 RE: Variances Granted/ FAST 1.0 Unit/ 199 Meadow Lane, W. Barnstable A= 134-018-001 Dear Mr. Henderson, You are granted variances, on behalf of your client, Jerome and Marlene Goldstein, to construct a replacement onsite sewage disposal system with innovative/alternative (I/A) technology at 199 Meadow Lane, West Barnstable, Massachusetts. The following variances are granted: 310 CMR 15.211: The soil absorption system will be located 14.7 feet away from the foundation wall property line, in lieu of the minimum twenty feet setback requirement. 310 CMR 15.211: The retaining wall for the soil absorption system will be located five feet away from the property line, in lieu of the minimum ten feet setback requirement. This variance is granted with the following conditions: (1) The septic tank shall be designed per the standards contained within the MA DEP general use approval letter. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds Q:\WPFILES\HendersonGoldsteinl99MeadowLane2OO7..doc t restricting the property to six (6) 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 system shall be installed in strict accordance with the engineered plans dated September 28, 2007 at engineer's signature. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated September 28, 2007 at engineer's signature. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity. (6) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This variance is-granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the size and configuration of the subject lot and due to the close proximity to wetlands in the area. Sinc ely yours, Wayne iller, .D. Chairm n QAWPFILMHendersonGoldsteinI MeadowL.ane2007.doc { e_ r SHE T Barnstable Town of Barnstable .,& M AS IIARNSTABLE, + , r 9�p g Board of Health 200 Main Street, Hyannis MA 02601 j ` Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 n� Paul Canniff,D.M.D. Junichi Sawayanagi October 16, 2007 Mr. Joe Henderson Horsley Witten Group, Inc. 90 Route 6A Sandwich, MA 02563 RE:' Variances Grantetl/FAST 1,0 Unit/ 1499 Meadow Lane, W B nstable A= 1�34-01�8 001 t Dear Mr. Henderson, You are granted variances, on behalf of your clie Jerome and Marlene Goldstein, to construct a replacement onsite se ge disposal system with innovative/alternative (I/A) technology at 199 Me ow Lane, West Barnstable, Massachusetts. The following variances are granted: 310 CMR 15.211: The soil absorption ystem will be located 14.7 feet away from the foundati wall property line, in lieu of the minimum twent feet setback requirement. J 310 CMR 15.211: The retainin wall for the soil absorption system will be located fiv eet away from the property line, in lieu of the minimum en feet setback requirement. This variance is granted with e following conditions: (1) The applicant sha I submit an approval letter from the MA Department of Environmental Protection indicating the proposed septic tank will have sufficient capacity. Q:\WPFILES\HendersonGoldsteinl99MeadowLane2OO7.doc (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 six (6) 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 system shall be installed in strict accordance with the engineered plans dated September ZF g 2007. z (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated September2007. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity. (6) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. This variance is granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the size and configuration of the subject lot and due to the close proximity to wetlands in the arJa , Sirs Wayne iller, D. Chair n Q MPFILEMendersonGoldsteinI99MeadoWLane2007.doc �`7 DATE Q" FEE: + RARPMARLS. +` 1s9. REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA,02601_ Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul I.Canniff,D.M.D. VAMANCE REQUEST FORM LOCATION Property Address: 199 Meadow Lane, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 134/018-001 SizeofLot: 1.38 acres (1.50 building acres) . Wetlands Within 300 Ft. Yes x Business Name: ' No Subdivision Name: APPLICANT'S NAME: Horsley Witten Group, Inc. Phone (508) 833 6600 Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jerome & Marlene Goldstein Name: Joe Henderson, P.E. Address:282 Buckminster Road, Brookline, MA Address: 90 Route 6A, Sandwich, MA 02563 02445 Phone: (508) 362-8382 Phone: (508) 833-6600 (Represented by Rick Fenuccio) VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Local Regulation A 8.8-foot and a 22.2 foot variance from the Section 360-1 setback to a wetland along with a 5-foot variance Title 5 regulation from the property line setback is being requested. 310 CMR 15.211 (1) See attached letter. NATUT OF WORK: House Addition H 00000 House Renovation 13 Repair of Failed Septic System tea Check (to be completed by office staff-person receiving variance request application) =t = Please submit copies in 4 separate completed sets. ,Four(4)copies of the completed variance request form Four 4 copies of engineered plan submitted a se tics stemplans) 'a { Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) t t Signed letter stating that the property owner authorized you to represent him/her for this request ,_Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V -'+- ,�:' � and/or local sewage regulation variances only) =�' .. ( Full menu submitted(for grease trap variance requests only) cr.: Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/Ieasee only], outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Cannifl;D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Set t ings\Temporary Internet Files\OLK1\S'ARIREQ.DOC Gk 22480 P O 113 066223 1 1—;19--2407 , a Yea : S9ci DEED RESTRICTION Whereas, Jerome & Marlene Goldstein of (owner's name) 282 Buckminster Rd. Brookline, MA , MA is the owner of (address) 199 Meadow Lane located at (address) West Barnstable , MA herein referred to as Lot 5 being shown on a plan entitled"Plan of Land" in West Barnstable , MA, Property of Charles & Barbara Birdsey duly recorded in Barnstable County Registry of Deeds in Plan Book 371 , Page 69 Or on Land Court Plan Number N/A WHEREAS, Jerome & Marlene Goldstein as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal work 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, Jerome & Marlene Goldstein ,does hereby place the following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with land and be binding upon all successors in title: 1. Jerome& Marlene Goldstein may have constructed upon the lot a house containing no more than Six (6) bedrooms. Jerome & Marlene Goldstein agree that this shall be permanent deed restriction affecting 199 Meadow Lane located in West Barnstable MA, and being shown on the plan recorded in Plan Book 371 , Page 69 or on Land Court Plan N/A For title of Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable MA see the following: Book 4852 Page 286 or Land Court Certificate Title Number N/A Executed as a sealed instrument 13t'day of November 2007 Y1114iw --- -1. . Ow Signature 0 s Signature Owner's Signature Commonwealth of Massachusetts November 13, , 2007 Then personally appeared the above-named Jerome &Marlene Goldstein Known to me to be the person who executed the foregoing instrument and acknowledged the s to be their ree a d deed, before me, Notary Public Alyson Ko kol My commission expires KmW April 2, 2010 �,Pubfic Barnstable Cowty BHA t r, Bey,Commission K pim 4-2-2010 s � - Town of Barnstable DIME Regulatory Services s Thomas F. Geiler, Director • BAFWWABLZ 'AT`";& s, Public health Divisions Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-4644 Fax: 503-4/90-6304 Installer & Designer Certification Form Date: I' 7 08 Sewage Permit# c�66 -SoZS_Assessor's MaplParcel Designer: C��'$�e 4✓1-Meet Cr'av? installer: OfvCe G�i Cam/ ,<Sj✓ Address: �® °✓ o�/ address: �9� J© Y/677 On S Cc ACC ,�/�s was issued a permit to install a (date) (Installer) septic-system at based on a design drawr by (address) dated /o -/a.0 (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 re ti1 'of any component of the septic system) but in accordance with State & Loca Plan revision or certified as-built by designer to follow. ' o�c FAT PIU N� LEE �+ CIVIL (Installer's Signature) (D igner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS DORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. 0:Health/Septic/Designer Certification Form 3-26-adoc S J( „ T r, _ ay y. .y � WYa t L 9 ' X _ � Z i. J + � No. 15 c) { - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for atgpo5al *p5tem Con.0tructtou Vermtt Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. �L C"` L 64/C Owner's Name,Address;and Tel.No. �� l Wes/ ,�� H S�ro m e-t// Assessor's Map/Parcel 13 5/ ®Cg-Yo Installer's Name dress,anj Tel.No. Designer's Name,Address and lei.No. 2 �6 S k- o Type of Building: Dwelling No.of Bedrooms G Lot Size A 8 A CIO e'5 Garbage Grinder (A�f Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) C��© gpd Design flow provided <�oj® gpd Plan Date �j- C Y Number of sheets c, Revision Date Title Size of Septic Tank -Q CSC A/Je,t/ - EI Tl S /I Type of S.A.S. ltq�QQI F DOJ,� 6 Description of Soil .CIS r?l-"- ��i9�! yy sil.T Nature of Repairs or Alterati ns(Answer when applicable)T1J�%A-/� / y.�/cIn t✓ Q����,ly S-0v c'ftI 0(,-Yhj c " 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 b this B and of Health. ,/ ,/ S gned Date /V0V i ,400 Application Approved by Date Application Disapproved by: Date for the following reasons I Permit No. 5"� Date Issued d Fee 4 i Entered in computer: � HE COMMONIn1€i L'TH OPMASSAd.HUSETT _ p PUBLIC HETH1pIVISION - TOWN OF BARNSTABLE, "RUSE S_ Yes rtca rooriogaf *p!gtetrt Cottt :tt, ttermit �'. may Application for a Permit to Construct Repair O Upgrade O Abandon O ❑.Complet ystem Individual Components Location Address or Lot No., ` I 4fAJD0 C`f! G/9AIE Owner's Name,Address,and Te. .� �eS f L�w,v��/1TAv�P �� Ze r o cM y- f7AE�vo d�p5(e Assessor's Map/Parcel 13 Installer's Name, dress,and Tel.No. 'sd8 ya 29' Designer's Name,Address and Tel.No. `vcc Htc�call. 51 Ssdq. Nd/2s/ G,,7'P., G��p 90 1Ro�7��'6A S�/�Oln//C odS63 , Type of Building: k Dwelling No.of Bedrooms Lot Size A 3 8 AC,QW,sue. Garbage Grinder Other T e of Building No.of Persons Showers yp g ( ) Cafeteria( ) Other Fixtures %;P, Design Flow(min.required) gpd Design flow provided Q gpd Plan Date ._$- O J_'O�/ Number of sheets Revision Date Title Size of Septic Tank /$'Q O 6A/Ju.0- }ST.$y /y/Type of S.A.S. XFaC�j P�o -��sSv e Acu�N6 j Description of Soil 6.S ?,-10 '*Aor 4Fy6 's T' Nature of Repairs or Alterations(Answer when applicable) —a T;k --Ajn 4 m A-/ ®cr�j 772 f 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 toplace the system in operation until a Certificate of Compliance has been issued bv this B and of Health. , Signed Date OW oZOU' Application Approved by Dafe Application Disapproved by: Date for the following reasons 1 f, 7W --7 Permit No. O�=�J �- Date Issued , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( � Repaired ( ) 'Upgraded ( ) Abandoned( )by A11 1 D S at /9cJ 1YFf4 D 0 CJ Z A.tloC JesT has been constructed in accordance l 1 with the provisions of Title 5 and the for Disposal System Construction Permit No. r�=-7 5�5 dated /o <07. Installer`grvrr AC,A//r i /i_2 Designer A6RS LCli _ #bedrooms Approved design-flow gpd The issuance of this permit shall of b con rued as a guarantee that the system it u -o as designed. Date Inspector --------------------------------"( —'� l�---- /_ No. o d-� Fee ® THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lis;po!5al *p!6tem Con5trtictiott Permit Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) System located at /9? ZtF6.0 0cJ bAl-fz' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio must be completed within three years of the date�of t^h s p t . / rl Date 1� no > 7 Approved by TOWN OF BARNSTABLE o� LOCATION �6ADot l 9AIe SEWAGE#�C/-9R6 VILLAGE GVc ��,�t/J'MAJ ASSESSOR'S MAP&PARCEL.%3 q1618—co( INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /500 LEACHING FACILITY:(type)TCMS a n/G )=i c/b (size) NO.OF BEDROOMS I OWNER Jed`0 PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(Ifany 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 Lu. f f 437 Y5 ® F3 ® 3 ® 9 3 AnleT y 3 6 X-5 D ®� � �Pp AMP So 3I'6 ' sLor��f � I • Cain �r 31 13 � avY a�r 1 11 33 �3 37, 9-7 ILL �� -; y ` Tv d Message Page 1 of 1 McKean, Thomas From: McKean, Thomas Sent: Tuesday, October 23, 2007 8:08 AM To: 'Tom Lee' Cc: 'jhender@horsleywitten.com' Subject: RE: 199 Meadow Lane, West Barnstable - BOH approval Good Morning, I do not believe that the e-mail response from Dana Hill dated October 10, 2007 answered the specific question from the Board of Health in regards to the septic tank capacity question. The Board of Health was specific about receiving a written response from DEP in regards to the septic tank capacity. The e-mail asserts that the treatment unit was approved as equivalent to a Title 5 system constructed in accordance with 310 CMR 15.100 through 15.293. However, the proposed septic tank on the submitted plan is not equivalent in capacity as would be required by a conventional Title 5 required system. Please clarify this for the Board, Sincerely, Thomas McKean -----Original Message----- From: Tom Lee [mailto:fplee@horsleywitten.com] Sent: Monday, October 22, 2007 4:18 PM To: McKean, Thomas Subject: 199 Meadow Lane, West Barnstable - BOH approval Good afternoon, Tom: Joe Henderson will be out of the office for about two weeks because of a new addition to his family. In the mean time, if you have any question related to HW, please let me know. Before he left for vacation last week, he submitted an e-mail response from Dana Hill of DEP Boston office and a letter from John Rowland for your review and approval for the conditional approval on this project. I would like to know whether you have any further comments on the e-mail and letter, and when BOH approval can be issued. The Applicant is waiting to start the construction work. Thank you. F. P. (Tom) Lee, P.E. Horsley Witten Group Tel: (508)833-6600 Fax: (508)833-3150 www.horsleywitten.com 10/23/2007 EXCERPT FROM October 9, 2007 BOARD OF HEALTH MEETING: B. Joe Henderson, P.E., representing Jerome and Marlene Goldstein — 199 Meadow Lane, W. Barnstable, 1.38 acre lot, addition to house, increase from four to six bedrooms, three variances (continued from Jul 2007 meeting). Joe Henderson reviewed the new Fast System. Joe explained that John Rowland at Fast stated that DEP's approval is with the 500 gallon tank. The 500 gallon tank allows for food for the bugs, then normally the 1,500 gallon Fast system. The 1,000 gallon tank in between the two tanks was placed there to eliminate any issues for the Board. The Board determined the 1,000 gallon tank can be eliminated. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the plan with the following conditions: 1) a letter will be obtained from the DEP acknowledging acceptance of the 500 gallon to 1,500 gallon Fast, 2) the 1,000 gallon tank will be eliminated, and 3) the monitoring system will be quarterly for two years, then the applicant will come back before the Board for review. (Unanimously voted in favor.) ?, Page 1 of 2 Joe Henderson From: Hill, Dana (DEP) [Dana.Hill@state.ma.us] Sent: Wednesday, October 10, 2007 4:52 PM To: JHender@horsleywitten.com Cc: Dudley, Brian (DEP) Subject: FW: FAST Treatment System - 199 Meadow Lane, West Barnstable, MA Joe, This treatment unit was approved by the Department as equivalent to a conventional Title 5 on-site system designed and constructed in accordance with 310 CMR 15.100 through 15.293.....see 310 CMR 15.288(1), Certification of Alternative Systems for General Use. 310 CMR 15.288(1).......Certification for general use is intended to facilitate the use, under appropriate conditions, of alternative systems that have been demonstrated to provide levels of environmental protection at least equivalent to those of conventional on-site systems. Details of the approved alternative system and accompanying schematics can be seen at ham://mass.gov/dep/water/wastewater/iatechs.htm#general and scrolling down to Bio-Microbics MicroFAST, NitriFAST, and High Strength FAST Systems. Further questions should be directed to our Southeast Regional Office -Brian Dudley (508)771-6047. Dana Hill MA Dept. of Environmental Protection One Winter Street, Boston Tel:(617) 292-5867, Fax:(617) 292-5696 Visit the DEP internet:<<http://mass.gov/dep>> From: Joe Henderson [mailto:]Hender@horsleywitten.com] Sent: Wednesday, October 10, 2007 2:57 PM To: Hill, Dana (DEP) Cc: White, Ronald (DEP) Subject: (FAST Treatment System - 199 Meadow Lane, West Barnstable, MA Mr. Hill: I've applied to the Barnstable Board of Health regarding the design of a high strength FAST 1.0 treatment system for a six-bedroom dwelling. The FAST system is proposed to allow for a 50% reduction in leaching area, and is not required for nitrogen reduction. As a condition of the system approval, the Board would like confirmation from DEP that the proposed 500 gallon settling zone within the 1,500 gallon FAST tank is adequate for the six- bedroom design. The system is designed to meet the General Use Approval for Bio-Microbics, Inc., dated June 16, 2006. We have also confirmed with FAST representative John Rowland that the system is adequately sized and a high strength FAST 1.0 unit can handle up to 9 bedrooms and 990 gpd. If you could provide an email response that I could forward to the Board of Health for system approval that would be very helpful. Thanks for your time, Joe Henderson, P.E. Civil Engineer 10/11/2007 r t, Page 2 of 2 t Horsley Witten Group 90 Route 6A Sandwich, MA 02563 Tel: 508-833-6600 x154 Fax: 508-833-3150 www.horsleywitten.com 10/11/2007 FROM ROWLAND PHONE NO. 508 775 3650 Oct. 11 2007 08:24AM P1 &R ENGINEERED PRODUCTS, INC. 10/11/07 To: Mr. Joe Henderson, Horsley, Witten Group Barnstable Board of Health l~m: John Rowland, J&R Engineered Products Re: 199 Meadow Ln., West Barnstable The 500 gallon settling zone approved by DEP is sufficient for the H.S.FASTR 1.0 process to work correctly. We have found that additional tankage before this system could inhibit proper operation. Please call me with any questions you may have. CORPORATE OFFICE: 44 Commeititll St, Ayynhum.MA 0220 late,W8.823MR Fax 508-88U-7232 E-mail:JAENGFROO@AOLCOM i -I oz l e v W It t:en Group F 7����� r x. Sustainable Environmental Solutions 90 Route 6A • Sandwich,MA • 02563 To/.508-833-6600 Fax:508-833-3150 www.horsleywitten.com p gy Letter of Transmittal J TO: Tom McKean DATE; 10/12/07 JOB NO. 6089 Barnstable Health Division RE: 199 Meadow Lane, W. Barnstable 200 Main Street Hyannis, MA 02601 WE ARE SENDING YOU: Via: Hand delivery THE FOLLOWING: X Report Prints X Plans _ Shop Drawings Specifications X Copies Check _ Contract Documents 1 copy—Letter from Dana Hill, Massachusetts DEP,Boston 1 copy—Letter from John Rowland, J&R Engineered Products(FAST Representative) 1 copy—DEP FAST General Use Approval, revised June 16, 2006 1 copy—Operation and Maintenance Plan& Water Quality Monitoring Plan 1 copy—Revised Design Plans REMARKS: Tom Attached is the information the Board requested regarding the approval for this project. Please call if you have any questions. Thanks, COPY TO: Rick Fenuccio SIGNED: Joe Henderson, P.E. Brown Lindquist Fenuccio&Raber Architects Inc. 203 Willow Street Suite A Yarmouthport,MA 02675 I aisle yWitten iGroup 3 . Sustainable Environmental Solutions 90 Route 6A Sandwich,MA • 02563 Tel.508-833-6600 • Fax.508-833-3150 • www.horsleywitten.com September 28, 2007 Tom McKean, Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Variance Request— 199 Meadow Lane, W. Barnstable Dear Mr. YcKean: Please find enclosed the revised variance application for the septic system upgrade at the location referenced above. The existing non-conforming system will be upgraded with a Title 5 compliant system that incorporates the expansion of the existing 4-bedroom residence to a 6-bedroom residence. A new 1,500-gallon monolithic septic tank with a High Strength FAST advanced treatment system, 1,000 gallon monolithic septic tank and 1,500-gallon monolithic pump chamber and pressure dosed leaching field are proposed to treat the 660 gallons per day(gpd)design flow. The leaching field has been designed with a 50% reduction in area,which is allowable under Bio-Microbics General Use approval issued by DEP dated June 16, 2006. A small retaining wall is required on the southeast side of the leaching field to meet the breakout requirement outlined in 310 CMR 255(2). The residence is currently served by an onsite water supply well and meets the nitrogen loading limitation requirements of 310 CMR 15.214(2). Two variances from Title 5 are being requested: 1. A 5-foot variance from the required 10-foot property line setback. This variance is from the edge of the retaining wall to the property line. The leaching field is approximately 10-feet from the property line. 2. A 5.3-foot variance in the setback from the leaching field to the cellar wall are being requested. A 40 mil PVC liner is proposed along the edge of the field within this area. These,variances allow the primary and reserve leaching field to be located completely out of thewell and wetland buffer zones. t n Please let me know if you have any questions or comments. Thank you very much for your ;.2 consideration. Sincerely, HORSLEY W TTEN GROUP, INC. oe Henderson, P.E. Project Engineer Attachment Excerpt from September 2007 BOH Meeting Continued Items from Previous Meeting: A. Joe Henderson, P.E., representing Jerome and Marlene Goldstein — 199 Meacow Lane, W. Barnstable, 1.38 acre lot, addition to house, increase from four to six bedrooms, three variances (continued from Jul 2007 meeting). Joe Henderson presented the plan and expresses the system is an improvement over the current system. The Board expressed that they have a strict requirement that if variances are required, they do not allow an increase in flow. Whenever there is an increase in flow, a reserve area must be located. This plan creates their own hardship by looking for a 6 bedrooms. It is currently a four bedroom. One proposal is to negotiate with the neighbors to move their well and the owner's well to avoid the difficulties. Another proposal is to have two reserve areas. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to continue the October 9, 2007. (Unanimously voted in favor.) r Town of Barnstable ofI� Board of Health MASSMUMSTABLE, 200 Main Street - Hyannis MA 02601 ArED�AA't A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance requepj form received on III o , the Petitioner(s), regarding the property at �LdL� the petitioner(s)and the Board of Health agree that the Board of Health has dtil Ua (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: "j,C--"'lam Signature: Petitioner(s)or Petitioner's Representative Chairman Print:QG,e- 0-" -fl'�fL� Print: Wayne Miller, M.D. Date: Si�<nn�6<r 11,'2� '7 Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc Horsl e-y Witten en Group � b# Sustainable Environmental Solutions 90 Route 6A Sandwich.MA • 02563 Tel.508-833-6600 • Fax:508-833-3150 • www.horslaywitten.com September 28, 2007 Tom McKeon,Director. Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Variance Request— 199 Meadow Lane, W. Barnstable Dear Mr. McKean: Please find enclosed the revised variance application for the septic system upgrade at the location referenced above. The existing non-conforming system will be upgraded with a Title 5'compliant system that incorporates the expansion of the existing 4-bedroom residence to a 6-bedroom residence. A new 1,500-gallon monolithic septic tank with a High Strength FAST advanced treatment system, 1,000 gallon monolithic septic tank and 1,500-gallon monolithic pump chamber and pressure dosed leaching field are proposed to treat the 660 gallons per day (gpd)design flow. The leaching field has been designed with a 50% reduction in area, which is allowable under Bio-Microbics General Use approval issued-by DEP dated June 16, 2006. A smaQ retaining wall is required on the southeast side of the leaching field to meet the breakout requirement outlined in 310 CMR 255(2). The residence is currently served by an onsite water supply well and.meets the nitrogen loading limitation requirements of 31.0. CMR 15.214 (2). Two variances from Title 5 are being requested: 1. A 5-foot variance from the required 10-foot property line setback. This variance is from the edge of the retaining wall to the property line. The leaching field is approximately.10-feet from the property line. 2. A 5.3-foot variance in the setback from the leaching field to the cellar wall are being requested. A 40 mil PVC liner is proposed along the edge of the field within this area. These variances allow the primary and reserve leaching field to be located completely:out of the well Ic: and wetland buffer zones. Please let me know if you have any questions or comments. Thank you very much for your consideration. - L Sincerely, ! HORSLEY W TTEN GROUP, INC. oe Henderson, P.E. Project Engineer Attachment I DATE: FEE: BARNSPABLE. 1Mm. REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 199 Meadow Lane, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 134/018-001 Size of Lot: 1.38 acres (1.50 building acres) Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME:- Horsley Witten Group, Inc. Phone (508) 833 6600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jerome & Marlene Goldstein Name: Joe Henderson, P.E. Address:282 Buckminster Road, Brookline, MA Address: 90 Route 6A, Sandwich, MA 02563 02445 Phone: (508) 362-8382 Phone: (508) 833-6600 (Represented by Rick Fenuccio) VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) Title 5 regulation A 5-foot variance from the property line 310 CMR 15.211 (1) setback and 5.3-foot variance from the cellar wall setback are being requested. See attached letter. NATURE OF WORK: House Addition CI❑000D House Renovation O Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) _ Variance request submitted at least I days prior to meeting date VARIANCE APPROVED Wavne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C e MAIL-IN REQUESTS Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see check-list below). Ih addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street ' Hyannis, MA 02601 Checklist Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/lessee 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 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property oxvner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) $85.00 variance request application fee(no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only], outside dinine 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 For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page i OPERATION AND MAINTENANCE PLAN . Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The wastewater treatment system to serve 199 Meadow Lane has a design capacity of 660 gallons per day and consists of a 1,500 gallon two compartment septic tank with a High Strength FAST treatment unit, a 1,000 gallon septic tank and 1,500 gallon pump chamber and a pressure dosed soil absorption system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the FAST system. Maintenance and inspection tasks for the FAST unit are to be performed as specified by Bio- Microbics, Inc. at the frequency specified by Bio-Microbics, Inc or by the system permit. The certified operator should perform the following on a quarterly basis: ■ . Testing of sludge depth in septic tank ■ Inspection, power testing and clean/replace intake filter of the air blower. ■ Inspection of the alarm system ■ Inspect overall condition of FAST system. Written notification to owner of any problems encountered The following should be performed annually: ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. .. ,.,..` =,C.7:rv�SF',1:" ! C..-i.do N �..N'=r',''i' ii•ea;,}'�E.1`,-{i'.i,Vx .+'1.:CC. �3t^(�� �;Ct"l;j t^s'.!5, /:. - I WATER QUALITY MONITORING PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The monitoring plan has been.developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance.of an alternative septic system. We propose biannually monitoring of the septic system influent and effluent for the following parameters: pH; Biological Oxygen Demand (BOD); Total Suspended Solids (TSS) Total Nitrogen including: Total Kjeldahl Nitrogen (TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Owner, and the contract operator within 30 days of sample collection. Samples will be collected biannually for a period of two years or as specified by the permit. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner RENEWAL OF CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: MicroFAST®Treatment System Models MicroFASM 0.5; 0.75, 0.9, 1.5, 3.0, 4.5 and 9,0; High StrengthFAST®Treatment System Models HighStrengthFASM 1.0, 1.5, 3.0, 4.5 and 9.0 and NitriFASTO Treatment System Models NitriFASTS 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0 (hereinafter the "System"). Schematic drawings illustrating each of the models and an Inspection Checklist are attached and are part of this Certification. Transmittal Number: W072368 Date of Issuance: June 16, 2006 Renewal Date: June 16, 2011 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental Protection hereby issues this Certification for General Use to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter "the Company"),certifying the System described herein for General Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. June 16, 2006 Glenn-Haas, Director Date Division of Watershed Management Department of Environmental Protection This information is available in alternate format.Call Donald D7.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep 10 Printed on Recycled Paper Bio-Microbics,Inc.,Renewal of Certification for General Use Page 2 of 7 I. Purpose I. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000,this ' Certification authorizes the installation and use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority or by DEP if DEP approval is required by 310 CMR 15.000. This Certification for General Use does not allow the use of the System on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 31 C CMR 15.214 and 15.215. 4. The System is.approved for use at facilities with a maximum design flow less than 10,000 gallons per day (GPD). I1. Design Standards 1. The System, MicroFAST® 0.5, 0.75, 0.9, l.5, 3.0, 4.5 and 9.0, and, HighStrengthFAST® 1.0, 1.5, 3.0, 4.5 and 9.0, and,NitriFAST® 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.9 units are installed in a tank or tanks having a primary settling.zone and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the aerobic zone,the sewage is continually agitated and aerated. Bacteria in the sewage attach to the surface of a submerged plastic media;they reproduce by consuming the organic material in the sewage. 2. The MicroFAST® 0.5, 0.75 and 0.9, HighStrengthFAST® 1.0 and NitriFAST®0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 3. The MicroFAST®, HighStrengthFAST®and.NitriFAST® 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. - 4. The MicroFAST®, HighStrengthFAST© and NitriFAST© 3.0, 4.5, and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS). Bio-Microbics,Inc.,Renewal of Certification for General Use Page 3 of 7 . 5. New Construction less than 2000pd: For residential Systems less than 2,000 GPD, the SAS size required by 310 CMR,I 5.242,LTAR:Effluent Loading Rates can be facility reduced by 50 percent provided that the fa y is not located in an area described in Section I, item 3 and complies-with the requirements of Section IV item 2. a. Systems with a 50 percent reduced SAS shall include an effluent pressure distribution system designed in accordance with Department guidance. 6. New Construction 2,000 gpd to less than 10,000 gpd and all non-residential facilities: No reduction in SAS field size is allowed under this approval. 7. Access shall be provided to all tanks in the primary settling and aerobic biological zones in Iaccordance with 310 CMR 15.228 (2).The tanks shall have at least three manholes with readily removable impermeable covers of durable material provided at grade.Two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System 8. The control panel including alarms shall be mounted in a location accessible to the operator of the System. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use and operation of this System, the System Owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory or a Department approved independent university laboratory, unless otherwise approved by the Department in writing. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan,to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the to approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease operation of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer. Accordingly, no System shall be upgraded or expanded, Bio-Microbics,Inc.,Renewal of Certification for General Use Page 4 of 7 if it is feasible to connect the facility to a sanitary sewer, unless as allowed pursuant_ to 310 CMR 15.004. 6. Design and installation and use.of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is certified in connection with the discharge of sanitary wastewater only. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of: 2. li w`Construction-less.-than,200.0 gp or=resident al�Systems with a desig lo.. 1-ssss than 200b GPD;the System owner initially shall'size the SAS in accordance with 310 CMR 15.242 to demonstrate that�a,cr entional Trtle 5 SAµS;mclud�ng'r4`glff Fue area salled o e sthyser wnecanoe inh cehesizeo che SAySs r calculatedym310-CMRr1;5.242 by..50 percent No additional.,reduction in siztng:based. .innovative technology shall'.be taken*The total area required iri the m l s�zmg, which atedfor tWSysem andt eprima��' reserve must includthe areaxdesiI a era a;shall bepreserved and the System owner shall-ensure that no permanent structures,excluding the"System and 50 percent red�. uced..nt SAS, or other:structures are constructed on thatarea=Ahat the area is not disturbed in any manner that will render it-unusable for future installation of a conventional Title 5 SAS. 3. Operation and Maintenance agreement: a. Throughout its life,the System shall be under an operation and maintenance (O&M) agreement.No O&M agreement shall be for less than one year. b. No System shall be used until an O&M agreement is submitted to the local approving authority which: i Provides for the contracting of a person or firm trained by the Company as provided in Section V (5) and competent in providing services consistent with the'System's specifications, with the operation and maintenance requirements specified by the Company and the designer and with any specified by the Department; ii Contains procedures for notification to the Department and the local approving authority within five days of knowledge.of a System failure, malfunction or alarm event and for corrective measures to be taken immediately.; and i 7 Y Bio-Microbics,Inc.,Renewal of Certification for General Use Page 5 of 7 iii Provides the name of an operator, which must be a Massachusetts certified operator as required by 257 CMR 2.00 of an appropriate grade that will operate and monitor the System. iv For residential Systems installed with a 50 percent reduced SAS the operator must inspect,.field test and maintain the System at least every six months in accordance with the Departments policy and anytime there is an alarm event. For residential Systems installed with a standard sized SAS the inspections and field testing shall be conducted at least once per year. v For all other Systems the operator must inspect, field test and maintain.the System at least every three months and anytime there is an alarm event. 4. The System owner shall at all times have the System properly operated and maintained in accordance with this Certification, the designer's operation and maintenance requirements and the Company's approved procedures. The System owner shall notify the Department and the local approving authority, in writing, within seven days of a change in the operator. 5. The System owner shall provide a copy of this Certification, prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof,to the proposed new owner. 6. The System owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 7. By September 30`"of each year,the System owner shall submit to the Department and the local approving authority an O&M checklist and a technology checklist, completed by the System operator for each inspection performed during the previous 12 months. Copies of the checklists are attached to this Certification. V. Conditions Applicable to the Company 1. By January 31 st of each year,the Company shall submit to the Department, a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state: the number of units of the.System sold for use in Massachusetts during the previous year; the address of each installed System,the owner's name and address, the type of use (e.g. residential, commercial, school, institutional) and the design flow; and for all systems installed since the first issuance of Certification for General Use, all known failures,.malfunctions, and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of Bio-Microbics,Inc.,Renewal of Certification for General Use Page 6 of 7 . the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. Company shall maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that shpuld not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 4. The Company shall make available, in.printed and electronic format,the referenced procedures and protocol in item 3 above, to owners, operators, designers and installers of the System. 5. The Company shall maintain a program of.designer and operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of trained operators by.January 31S` 6. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 7. The Company shall include copies of this Certification and the procedures described in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or resale of the System, the Company shall require the distributor or reseller to provide each purchaser of the System with copies of this Certification and the procedures described in Sections V (3). 8. The Company or its designee shall conduct an intended use review of the System prior to the sale of any nonresidential unit or any System over 3000 gpd to ensure-that the proposed use of the System is consistent with the unit's capabilities. 9. The Company shall comply with 310 CMR 15.000 and all the Department policies and guidance that apply and as they may be amended from time to.time. 10. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal-of this Certification. The Company shall submit a renewal application at least 180 days-before the expiration date of this Certification, unless written permission for a laer date has been granted in writing by the Department. VI. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Use Bio-Microbics;Inc.,Renewal of Certification for General Page 7 of 7 Director .`Natershed Permitting Program Department of Environmental Protection One Winter Street.- 6th floor Boston, Massachusetts 02108 V. Rights of the Department 1. The Department may suspend,modify or revoke this Certification for cause, including, but not limited to, noncompliance with the terms of this Certification, non- payment of any annual compliance assurance fee, for obtaining the Certification by misrepresemation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification,or as necessary for the protection of public health, safety,welfare, or the environment,and as authorized by applicable law.The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification and/or the System against the owner, or operator of the System, and/or the Company. VI. Expiration Date i. Notwithstanding the expiration date of this Certification, any System sold and installed prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification (as it may,be modified) and 310 CMR 15.006, may remain in use unless the Department,the local approval authority, or a court requires the System to be modified or removed,or requires discharges to the System to cease. Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: r 1 M Lot No. Me'? 13� Pam 016-001 � . Owner: CoM t (Ylo,A4W (lbl(: S+ttiti Address: )gol 7-CO�vI�! Lane ,Y� f3caens�able� Contractor:12(64 1N*18n Address: q® Qou�,C UA ,So-rdW),Lh_ M Notes STEP 1 Measure depth to water table to nearest 1/10 ft. ............... ....... .Date .................................................. month/day/year. 3_. + STEP 2 Using Water-Level Range Zone and Index Well Map locate k site and determine: OA Appropriate index well............... ON 25 O Water level range zone .........'............................................. A STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ......................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment ................................................. 1' STEP 5 Estimate depth to high water by subtracting the water level adjustment (STEP 4) , from measured depth to water level at site STEP 1 �:..,. ( 1 ............................................................................................................. �. r "= Figure 14. Suggested computation form. 13 . II DATE: O,r FEE: BARNSfABt E, MASS. ' 94j 163q. � REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 199 Meadow Lane, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 134/018-001 Size of Lot: 1.38 acres (1.50 building acres) Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Horsley Witten Group, Inc. Phone (508) 833 6600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jerome & Marlene Goldstein Name: Joe Henderson, P.E. Address:282 Buckminster Road, Brookline, MA Address: 90 Route 6A, Sandwich, MA 02563 02445 Phone: (508) 362-8382 Phone: (508) 833-6600 (Represented by Rick Fenuccio) VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Local Regulation A 22.2 foot variance from the wetland setback, Section 360-1 a 5-foot variance from the property line Title 5 regulation setback and 5.3-foot variance from the cellar wall 310 CMR 15.211 (1) setback are being requested. See at tachec3�ette•r. NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic!System 5: _t Checklist (to be completed by office staff-person receiving variance request application) C0 co r� Please submit copies in 4 separate completed sets. C Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) DO _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request -- _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at E pplicant's Expense t(forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK1\VARIREQ.DOC MAIL-IN REQUESTS Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee 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 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mall four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee (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 For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page IZ orsley Witten Gr,ou Sustainable Environmental Solutions 90 Route SA • Sandwich,MA • 02563 Tel.508-83M600 • rax:508-833-3950 • www.hors/eywittan.c= August 28,2007 Tom McKean,Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Variance Request— 199 Meadow Lane,W.Barnstable Dear Mr. McKean: Please find enclosed the revised variance application for the septic system upgrade at the location referenced above. The existing non-conforming system will be upgraded with a Title 5 compliant system that incorporates the expansion of the existing 4-bedroom residence to a 6-bedroom residence. A new 1,500-gallon monolithic septic tank(200%of design flow), 1,000 gallon H-20 monolithic septic tank(100%of design flow)and 1,500-gallon monolithic pump chamber and pressure dosed leaching field are proposed to treat the 660 gallons per day(gpd)design flow. A small retaining wall is required on the southeast side of the leaching field to meet the breakout requirement outlined in 310 CMR 255(2). The residence is currently served by an onsite water supply well and meets the nitrogen loading limitation requirements of 310 CMR 15.214(2). Three variances are being requested,one from local Barnstable regulations and two from Title 5. A variance from the setback to a bordering vegetated wetland, Section 360-1 of the Board of Health regulations is being requested. The regulation requires 100-foot separation from a bordering vegetated wetland to the leaching facility. A 22.2-foot variance from the wetlands for the reserve leaching area is being requested. The primary leaching field is located entirely outside of the 100-foot wetland buffer. The second variance is a 5-foot reduction in the 10-foot property line setback and the final variance is a 5.3400t variance in the setback from the leaching filed to the cellar wall. A 40 mil PVC liner is proposed along the edge of the field within this area. These variances help maintain the separation . distance to the wetlands. Please let me know if you have any questions or comments. Thank you very much for your consideration. Sincerely, HORSLEY WITTEN GROUP, INC. Joe Henderson,P.E. Project Engineer Attachment I August 28,2007 Tom McKean,Director Barnstable Board of Health Town of Barnstable 200 Main Suet Hyannis,MA 02601 Re: 199 Meadow Lane septic Upgrade—Variance Request Dear Mr. McKean: I have retained Horsley Witten Group, Inc.to design a septic system upgra&and represent me at the September 11,2007 Board of Health hearing in which I am requesting the following variances. 1. Variance of 22.2 feet for the reserve Ieaching field from the required 100 foot wetland setback. 2. Variance of 5 feet f-om the required 10 foot property line setback. 3. Variance of 5.3 feet from the required 20 foot cellar wall setback, r Please tail my representative,Rick Fenuccio at(508)362.8382 if you require additional information or have any questions. Sincere Jerome&Marlene Goldstein 282 Buckrninster Road Brookline,MA 02445 . -� .-:+.+....sz>...I_ i.� r..r......'.....-�'s.. .,-...._. i .L. r.:......_� .., .-..r_-:.r_'1.v"r.._._....'..,.fit.,.. v.r __.:.. ... .... .- f.. ......-r ..... .. .. ......... .... .. r.. .,,-.. --. ...... ..., .... ..._.». -. f t Town of Barnstable CF'IKE Board of Health �(- a ABg 200 Main Street - Hyannis MA 02601 163q. �0 HIED MA'S A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form receive onJ the Petitioner(s), regarding the property at the petitioner(s)and the Board of Health agree that the Board of Health has until / a-o o7 (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): LSignature: 4Board of Health: P tioner(s)o eN oner's Representative r--- }1 Signature: Print: L�o i){14rk'a 1l— Chairman Date: L4>R,6-t' 1 Print: Wayne Miller, M.D. 2) ,ZED�7 r Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 200 Main Street, Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc THE DATE: i FEE: i BARNSTABL€. MASS. 0 9. �0� REC. BY Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 199 Meadow Lane, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 134/018-001 Size of Lot: 1.38 acres (1.S0 building acres) Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Horsley Witten Group, Inc. Phone (508) 833 6600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jerome & Marlene Goldstein Name: Joe Henderson, P.E. Address:282 Buckminster Road, Brookline, MA Address: 90 Route 6A, Sandwich, MA 02563 02445 Phone: (508) 362-8382 Phone: (508) 833-6600 (Represented by Rick Fenuccio) VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Title 5 regulation A 5-foot variance from the property line 310 CMR 15.211 (1) setback and 5.3-foot variance from the cellar wall setback are being requested. See attached letter. NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System El Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date V VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL ��� LO C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK1\VARIREQ.DOC��/, 1� rQ MAIL-IN REQUESTS Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee(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 FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee(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 assistance on an item above call 508 862-4644 For furthera y ( ) Back to Main Public Health Division Page q OPERATION AND MAINTENANCE PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The wastewater treatment system to serve 199 Meadow Lane has a design capacity of 660 gallons per day and consists of a 1,500 gallon two compartment septic tank with a High Strength FAST treatment unit, a 1,000 gallon septic tank and 1,500 gallon pump chamber and a pressure dosed soil absorption system. The treatment,system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for, the FAST system. Maintenance and inspection tasks for the FAST unit are to be performed as specified by Bio- Microbics, Inc. at the frequency specified by Bio-Microbics, Inc or by the system permit. The certified operator should perform the following on a quarterly basis: ■ . Testing of sludge depth in septic tank ■ Inspection, power testing and clean/replace intake filter of the air blower. ■ Inspection of the alarm system ■ Inspect overall condition of FAST system. ■ Written notification to owner of any problems encountered The following should be performed annually: ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. ., .,.,Y�,z ..... � ._.,��C-J.;4LG•..a,2�.Ne ,'].b1�t�:�;-§a.�<., D,r,t�.";.. ��:rrr t^. WATER QUALITY MONITORING PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The monitoring plan has been developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance.of an alternative septic system. We propose biannually monitoring of the septic system influent and effluent for the following parameters: pH; Biological Oxygen Demand (BOD); Total Suspended Solids (TSS) Total Nitrogen including: Total Kjeldahl Nitrogen (TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health; Owner, and the contract operator within 30 days of sample collection. Samples will be collected biannually for a period of two years or as specified by the permit. ;9`.::.::p-1ro'..,`.anci,J: i :u �a:) it. 263. 2007 Horsley , i teen Gr®Ujp Sustainable Environmental Solutions 90 Route 6A Sandwich;MA • 02563 Phone 508 833 6600 Fax 508-,833-3150 wwwhorsleywitte6.com August 6, 2007_ Tom McKean,Director - Barnstable-Board of Health Town of Barnstable , 200 Main Street' Hyannis, MA 02601 . Re: Variance Request 7 199.Meadow Lane,W.Barnstable` Dear Mr. McKean: Please find enclosed the revised variance application for the septic system"upgrade at the aocation referenced above. The existing non-conforming system will be,upgraded with a Title 5 compliant'system -that incorporates the.expansion of the existing 4-'bedroom residence to a 6=bedroom residence. A new,2,000-gallon.two-compartment septic tank, 1,500-gallon pump chamber and pressure dosed eaching field are proposed to treat,the 660 gallons per day(gpd)design flow. A small retaining wall is, required on the southeast'side of the leaching field to meet the breakout requirement outlined in 310 CMR 255(2). The residence is currently served by an onsite water supply well and meets the nitrogen loading limitation requirements of 310 CMR 15.214(2). Three-variances are being requested,two from local Barnstable regulations and.one from Title 5. A variance from the`"setback to a bordering-vegetated wetland, Section 360-Iofthe Board of Health regulations is being requested. The regulation requires 100-foot separation from'a bordering,vegetated wetland to the leaching'facility..As designed,the system will provide91.2-feet of separation between the wetland and the proposed leaching facility, requiring an 8.8-foot variance: "The-slight intrusion into the wetland allows the leaching field.to be located out of the•150.-foot water supply well`setbacks from'the Goldstein property and the abutting Humane Society property.A 22.2-foot variance from the wetlands for the reserve leaching area is also.being requested. Additionally,the proposed pressured dosed system-will provide better effluent quality than the-existing non-conforming gravity distribution system. The'second variance is a 5-foot reduction in the. 10-foot property. line setback: This variance will help maximize the separation distance to the wetlands. Please let me know if you have any,questions or comments. Thank you very much for your consideration. ; Sincerely, HORSLEY VJITTEN GROUP, INC: e Henderson,P.E. Project Engineer - Attachment Sandwich Boston Providence. Smart Growth - Integrated Water Management Wastewater Management Stormwater Management Civil&EnvironnienialEngineering Wetlands Assessment Hydrogeology&Water Supply Coastal Management Site Assessment&Remediation Land Use'Planning Graphic Services Education&Outreach ,` OPERATION AND MAINTENANCE PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The wastewater treatment system to serve 199 Meadow Lane has a design capacity of 660 gallons per day and consists of a 1,500 gallon two compartment septic tank with a High Strength FAST treatment unit, a 1,000 gallon septic tank and 1,500 gallon pump chamber and a pressure dosed soil absorption system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the FAST system. Maintenance and inspection tasks for the FAST unit are to be performed as specified by Bio- Microbics, Inc. at the frequency specified by Bio-Microbics, Inc or by the system permit. The certified operator should perform the following on a quarterly basis: ■ Testing of sludge depth in septic tank ■ Inspection, power testing and clean/replace intake filter of the air blower. ■ Inspection of the alarm system ■ Inspect overall condition of FAST system. ■ Written notification to owner of any problems encountered The following should be performed annually: ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. J 6v89 Goldstein 199 Meadow i...ane\Permitting\B0H1,0&M pian.doc September 26, 2007 WATER QUALITY MONITORING PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The monitoring plan has been developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance of an alternative septic system. We propose biannually monitoring of the septic system influent and effluent for the following parameters: pH; Biological Oxygen Demand (BOD); Total Suspended Solids (TSS) Total Nitrogen including: Total Kjeldahl Nitrogen (TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Owner, and the contract operator within 30 days of sample collection. Samples will be collected biannually for a period of two years or as specified by the permit. j:'6089 Goldstein 199 Meadow l...ane\Pernnitting'.B0Hi0&M plan.doc September 26, 2007 _ �1 A a �AtiE t : DATE FEE: BARNSTABLE. MASS. 1639• REC. BY Town of Barnstable SCHED. DATE:_ Board of Health 200 Main Street, Hyannis MA 02 ----1 i Office: 508-8624644 _� ayne A.Miller.lvl.D. FAX: 508-790-6304 z aul J.Canniff,D.M.D. VARIANCE REQUEST FO LOCATION Property Address: 199 Meadow Lane, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 134/018-001 Size of Lot: 1.38 acres (1.50 building acres) Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: r APPLICANT'S NAME: Horsley Witten Group, Inc. Phone (508) 833 6600 r Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON c� CD Name: Jerome & Marlene Goldstein Name: Joe Henderson, P.E. r.t Address:282 Buckminster Road, Brookline, MA Address: 90 Route 6A, Sandwich, MA 02563 Phone: (508) 362-8382 Phone: (508) 833-6600 (Represented by Rick Fenuccio) VARIANCE FROM REGULATION(List Reg. REASON FOR VARIANCE(May attach if more space needed) Local Regulation ' A l . -foot variance from the setback to a well Section 397-8 E (1) (f) along with a 5-foot variance from the property Title 5 regulation line setback is being requested. See attached 310 CMR 15.211 (1) letter. NATURE OF WORK: House Addit' n ❑ 10 House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional Floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V R, 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/Icasee onlvl. "side dining variance renewals [same owner/lessee only], and variances to repair failed sewage disposal systems [only if no expansion to the buildings Pro osed]) Variance request submitted at least 15 days prior to meeting date +J VA NCE APPROVED \ SLle ,� ^ Wayne Miller,Chairman y PROVED '> �h _Pe5 Paul Cannif�f-Ed:D1 m.0 vI' ([ (•V� FOR DISAPPROVAL Q-ea � °`tJ� ` G" ! (Y Id Se ttings\deco11ik\'Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C 011 QV`� l 4 104,, 7110 nftHlcJ DATE:© ~ 4/01 FEE: 7 ( P SARNSTAB[.S, b MASS. 039. ��,� REC. BY .S e- ��f°��a Town f Barnstable o stab a SCHED. DATE: 67 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 199 Meadow Lane, W. Barnstable, MA 02668 Assessor's Map and Parcel Number: 134/018-001 Size Of Lot: 1.38 acres (1.50 building acres) Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Horsley Witten Group, Inc. Phone (508) 833 6600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jerome & Marlene Goldstein Name: Joe Henderson, P.E. Address:282 Buckminster Road, Brookline, .MA Address: 90 Route 6A, Sandwich, MA 02563 02445 Phone: (508) 362-8382 Phone: (508) 833-6600 (Represented by Rick Fenuccio) VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Local Regulation A 13.8-foot variance from the setback to a well Section 397-8 E (1) (f) along with a 5-foot variance from the property Title 5 regulation line setback is being requested. See attached 310 CMR 15.211 (1) letter. NATURE OF WORK: House Addition 02f/00000 House Renovation 0 Repair of Failed Septic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Tempor r Internet File$\0LK1\VARIREQ.DO Mp 0 `�',' Hors�jey i e C up Sustainable Environmental Solutions . 90 Route 6A Sandwich,MA 02563 - Phone 50.8-833-6600 Fax 508-833-3150 wwwhorsleywitten.com July 10, 2007 Tom McKean,Director Barnstable Board of Health Town of Barnstable 200 Main Street . Hyannis,MA 02601. ; Re: Variance Request 19.9 Meadow Lane,W.Barnstable Dear Mr.McKean: ; Please firid enclosed the variance application for the septicsystem upgrade at the location`referenced'. above. The existing non conforming system will be upgraded with a Title 5 compliant system-that incorporates the expansion of-the existing4-bedroom'residence to a 6 bedroom residence. A new 2,000-gallon two-compartment septic tank; 1-,500-gallon'pump chamber.and.pressure dosed leaching field are proposed to treat the 660 gallons per day(gpd)design flow..'A small retaining wall is, required-on the southeast side of the leaching field'to meet the breakout requirement outlined in 3'10 CMR 255(2). The residence is currently-served by an onsite water supply well and meets the nitrogen loading limitation requirements of 310'CMR 15,214 (2). 'Two variances are being requested, one from local Barnstable regulations and one from Title 5. ,A variance from the setback to.a water"supply well-, section 397-8 E(1)(f)of the=Board of Health regulations is being requested. The regulation requires 150 foot separation from a water supply well to the leaching facility. As designed,the system will-provide 1,36.2 foot separation from-the abutting water supply well to the proposed leaching facility,requiring a,13.8 foot variance.,-Based on groundwater contours, groundwater is flowing to the northeast, directing effluent from the leaching-bed away from the water supply well as shown on-the,design plan. The second variance is a 5 foot reduction`in'_the 10 foot property line setback. This variance will help maximize the separation distance to the.wetlands and water. -supply wells. Please let me know if you have.any questions or coihments. .Thank you,very much for your.' " consideration. a i7 Sincerely, 4 -CD -. a HORSLEY WITT N GROUP, INC., � Z rn oe Herider on,P.E. -r . Project Engineer Attachment Sandwich Boston- Providence Smart Growth Integrated Water Management Wastewater Management • Stormwater Management Civii&EnvironmentalEngineering Wetlands Assessment Hydrogeology,&Water Supply Coastal Management Site Assessment&Remediation Land Use Planning Graphic Services % Education&'Outreach July 10,2007 Tom McKean,Director Barnstable Board of Health Town of Barnstable 200 Main Street HY=*MA 02601 a 1 Re: 199 Meadow Lane SepIk Upgrade—Variance Request Dear Mr.McKean: I bawe retained Horsley %itten Group,Inc,to design a septic system upgrade and represent me at the July 17,2007 Board of Health hearing in which I am requesting the following variances. -- 1. Vance of 13.8 feet from the required 150 foot setback,to the water supply well. 2. 'variance of 5 feet from the required 10 foot property line setback. Please tail my representative,Rick Fwjt=.io at(508)362-8382 if you require additional information or have any questions. Sinoerely, Jerome&Marlene Goldstein Q'(.+ ,�J' ✓r 292 Bucknainswr Road Brookline,MA 02US k� r 3wae 26,2007 Tom McKem%Director Barnstable Board of Health Towm of$able 200 Main Street Hyannis,MA 02601 Re: 199 Meadow Lane Septic Upgrade r-Variance Requcst Dear Mx.Mclean: I have retained HorWay Witten Group,Inc.to design a septic system upgrade and represent me at the July 17,2007 Boa d.-of Health hearing in which I am requesting the following variances. �3 8 1. Variance of feet from the requited 150 foot 9etbuk to the water supply well. 2. Variance of 5 feet from the required 10 foot property line setback. please call my representative,Rick Fenuccio at(509) 362-8382 if you require additional Worltion or have any questions. Sineet'ely Jerome dt Marlene Goldstein �� 282 Buckoninsw r Road Brookline,MA 02445 Horsley Witten Group Sustainable Environmental Solutions 90 Route U • Sandwich,MA • 02563 ; Tel•508-833-6600 • Far.508-833-3150 • www.hor&eywitten.com TO: The Abutters of 199 Meadow Lane,W. Barnstable,MA, Assessor's.Map 134,Parcel018-001 SUBJECT:Notification of a Request for Variances. TO WHOM IT MAY CONCERN, In accordance with State Law; 310 CMR 15.00, The State Environmental Code, and the Town of Barnstable Board of Health,you are hereby notified that a Variance Request Form has been filed with the Barnstable Board of Health by the owners described above, regarding the subject septic.system upgrade. Additional details follow: APPLICANTS: Jerome& Marlene Goldstein ADDRESS: 282 Buckminster Road,Brookline, MA 02445 PROJECT LOCATION: a. 199 Meadow Lane, W:Barnstable, MA 02668 - b.Assessor's Map 134, Parcel 018-001 PROJECT DESCRIPTION: The project includes expansion of the existing house requiring the upgrade of an existing septic system. Two Variances are being requested. A variance from the Barnstable Board of Health Regulations Setback distance to a private well Section 397-8 E (1) (f) along with a variance from the State Environmental Code property line setback 310 CMR 15.211 is being requested. APPLICANTS'AGENT: Horsley Witten Group, Inc. PUBLIC HEARING: Tuesday Afternoon,July 17,2007 3:00 PM LOCATION: Town Hall, Selectman Conference Room, 367 Main Street, Hyannis, MA Plans for this project describing the proposed activity are on file with the Barnstable Board of Health. Sincerely, toee derson Project Engineer Prop ID:134018004 j.�BARNSTABLE LAND TRUST,INC P0 BOX 224 COTUIT,MA 02635 Prop ID:134010 BARNSTABLE,TOWN OF(CON) 200 MAIN STREET HYANNIS,MA 02601 Prop ID:134018001 GOLDSTEIN,JEROME&MARLENE 282 BUCKMINSTER RD BROOKLINE,MA 02445 Prop ID:134018002 HUMANE SOCIETY OF THE U.S. 2100 L STREET N W WASHINGTON,DC 20037 Prop ID:158005002 ORENDA WILDLIFE LAND TRUST, 1000 MAIN ST W BARNSTABLE,MA 02668 Prop ID:158005001 WYMAN,JEFFRIES JR TR 9 JEFFERSON AVE SHARON,MA 02067 " i of� Town of Barnstable P# Departiment of Regulatory Services LUrrarA" ; Public Health Division Date L 200 Main Street,Hyannis MA 02601 �EU M1K Date Scheduled T Ttme Fee Pd. lee Soil Suitability Assessment for Sewage Disposal' Performed By.Abe �1POxtS»'1,Y1�f'�fti t��kd(p Gfju? (. Witnessed By:Dpf\ 006+naro15, a N LOCATION& GENERAL INFORMATION Location Address r n 19gaN l..a*vC� Owner's Name�etor4t.rt'hwc�Orie, 4�ttr1, ;t%2kW&K n1t%5L r Address 5 � ►riG 1Mq 02Isi(e Assessor's Map/Parcel: 13'-1 I O(S / 00 I Eagiaecr's Nar„e AwrsL�, W rt}en &(WA . NEW CONSTRUCTION --\L— REPAIR Telephone# rOaB s33 u o o x 15y Land Use Ejr141nq Ow-e% Slopes % O— 1 T--- Pes( ) Surface Stones Y�JYZ Distances from: Open Water Body ft Possible Wet Area aO ft Drinking Water Well S_ft Drainage Way ft Property Line --S—ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) .,._ ,,_..., �._. _�.,......- ._.., -._. �, ;t�^ .�-.,.tsl�€• r Sri:._•._.,� . _.. ... � �.y,\ P 143`Ip 3 ` 1 Parent material(geologic) Depth to Bedrock NA -r Depth to Groundwater. Standing Water in Hole: S+jj l Weeping from Pit Face Estimated Seasonal High Groundwater. DETERMINATION FOR SEASONAL HIGH WATER TABLE (_ r Method Used: rrtrn?V . Depth Observed standing in obs.hole: 1110 In, Depth to soil mottles: in Depth to weeping from side of Qbs.hole: in, Groundwater Adjustment ft. Index Well#50L4 1,Reading Date: 312 Index Well level � 1 Adj,factor„L� Adj.droundwater Level kJz - PERCOLATION TEST Date'4 s aq T n e LooAM observation Hole# Time at 9" l'sj?' 2� 11 •25'• Depth of Perc _ Time at 6'• Start Pre soak TimeC� 1;35:� IIt�E3`� lime(9"•6")01-V a tC�o I05o:ou lit23'� End Pro-soak i L 2 Rate MinJlnch L2 hh II , Site Suitability Assessment. Site Passed X. Site-Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------=- ***If percolation test is to be conducted within 100'of wetland,you must first notify the. - Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEP lC1PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) , (Munsell) Mottling (Structure,Stones;Boulders. consistency, e O^ 1� 12eo a q 3lvc al- �zo G =-rn Sorel. 0 �112 13 mq�3t r�G - - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (?USDA) (Munsell) 1,40ttling (Structure,Stones,Boulders. ns" a % T•.r A (n to LjrZ ,1y\ So r'<3�3 Iv tick��e 56 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o_aJ -IY1Sq�,d Sou,2-S >Z te DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. on " e O O-S A 5L3 Y1101 0 4� (.!B t 3 1—q Qo �9 (0 Flood Insurance Rate Man: Above 500 year flood boundary No— •'Yes.g_ Within 500 year boundary No Yes within too year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ►'ye i If not,what is the depth of naturally occurring pervious material? ....-- Certification _ I certify that on y 4 l� 20 b (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required tra' mg,experd and experience described in 310 CMR 15.01(7. 1 Date y�Z916? Signature , Q:\SEpTICff RCFORM.DOC I Permit Number: Date: .: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. MA,? 134 Por4d 016-ov! Owner:Stom b MOA4 .. GJ Address: )9a► Contractor:Axst e n QT*!!!Q 1'f AG Address: 010 QoaI e_ (oA SarJwie-)�, MA Notes: STEP 1 Measure depth to water table I to nearest 1/10 ft. .............................................................................. .Date Oy �J��? 6,o '. - month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well.................................................... OBWater-level range zone ..................................................... A STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well .............:. a 128b`1 y�� month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level!, for index well (STEP 3), and water-level zone (STEP 26) determine water-level adjustment ..............................................................:........................... 1`� STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ...........................................................................................................: ZI y- f Figure 14. Suggested computation form. 3_ 13 j 08/06/2007 13: 20 5088333150 HORSLEY WITTEN GROUP PAGE 02/02 August 6, 2007 Tom McKean, Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 199 Meadow Lane Septic Upgrade--Variance Request Dear Mr. McKean: I have retained Horsley Witten Group, Inc.to design a.septic system upgrade and represent me at the August 21, 2007 Board of Tdealth hearing in which I am requesti.,ng the following variances. 1. Variance of 8.8 feet for the primary leaching field from the required 100 foot wetland setback. 2. Variance of 22.2 feet for. the reserve leaching field from the required 1.00 foot wetland setback. 3. Variance of 5 feet from the required 10 foot properly line setback. Please call my representative, Rick Fenuccio at(508) 362-8382 if you require additional information or have any questions. Sincerely � A47v m/a Jerome&Marlene Goldstein 282 Buckminster Road Brookline,MA 02445 N r. COMMONWEALTH OF MASSACHUSETTS kipEXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner RENEWAL OF CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: MicroFAST®Treatment System Models MicroFASTCR) 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0; HighStrengthFAST®Treatment System Models HighStrengthFAST V 1.0, 1.5, 3.0, 4.5 and 9.0 and NitriFASTO Treatment System Models NitriFASTS 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0 (hereinafter the "System"). Schematic drawings illustrating each of the models and an Inspection Checklist are attached and are part of this Certification. Transmittal Number: W072368 Date of Issuance: June 16, 2006 Renewal Date: June 16, 2011 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification for General Use to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter "the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. June 16. 2006 Glenn Haas, Director Date Division of Watershed Management Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep Z"a Printed on Recycled Paper CI F� Bio-Microbics,Inc.,Renewal of Certification for General Use Page 2 of 7 1. Pu rpose 1. The purpose of this Certification is to allow the use of the System in Massachusetts on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000,this Certification authorizes the installation and use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority or by DEP if DEP approval is required by 310 CMR 15.000. This Certification for General Use does not allow the use of the System on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. 4. The System is approved for use at facilities with a maximum design now less than 10,000 gallons per day (GPD). II. Design Standards 1. The System, MicroFAST® 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0, and, HighStrengthFAST® 1.0, 1.5, 3.0, 4.5 and 9.0, and,NitriFAST® 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0 units are installed in a tank or tanks having a primary settling zone and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the aerobic zone,the sewage is continually agitated and aerated. Bacteria in the sewage attach to the surface of a submerged plastic media; they reproduce by consuming the organic material in the sewage. 2. The MicroFAST® 0.5, 0.75 and 0.9, HighStrengthFAST® 1.0 and NitriFAST®0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 3. The MicroFAST®, HighStrengthFAST® and NitriFAST® 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. 4. The MicroFAST®, HighStrengthFAST® and NitriFAST© 3.0, 4.5, and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS). Bio-Microbics,Inc.,Renewal of Certification for General Use Page 3 of 7 5. New Construction less than 2000 gpd: For residential Systems less than 2,000 GPD, the SAS size required by 310 CMR 15.242,LTAR:Effluent Loading Rates can be reduced by 50 percent provided that the facility is not located in an area described in Section 1, item 3 and complies with the requirements of Section IV item 2. a. Systems with a 50 percent reduced SAS shall include an effluent pressure distribution system designed in accordance with Department guidance. 6. New Construction 2,OOO gpd to less than 10,000 gpd and all non-residential facilities: No reduction in SAS field size is allowed under this approval. 7. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228 (2). The tanks shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes, over the inlet and outlet, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System 8. The control panel including alarms shall be mounted in a location accessible.to the operator of the System. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use and operation of this System, the System Owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S. EPA or DEP approved testing laboratory or a Department approved independent university laboratory, unless otherwise approved by the Department in writing. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease operation of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer. Accordingly, no System shall be upgraded or expanded, J Bio-Microbics,Inc.,Reuewal of Certification for General Use Page 4 of 7 if it is feasible to connect the facility to a sanitary sewer, unless as allowed pursuant to 310 CMR 15.004. 6. Design and installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. 1V. Conditions Applicable to the System Owner l. The System is certified in connection with the discharge of sanitary wastewater only. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. 2. New Construction less than 2000 gpd: For residential Systems with a design flow less than 2000 GPD, the System owner initially shall size the SAS in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 SAS, including a reserve area, can be installed on the site.The System owner can then reduce the size of the SAS as calculated in 310 CMR 15.242 by 50 percent.No additional reduction in sizing based on innovative technology shall be taken. The total area required in the initial sizing, which must include the area designated for the System and the primary and reserve area, shall be preserved and the System owner shall ensure that no permanent structures, excluding the System and 50 percent reduced SAS, or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 SAS. 3. Operation and Maintenance agreement: a. Throughout its life,the System shall be under an operation and maintenance (O&M) agreement.No O&M agreement shall be for less than one year. b. No System shall be used until an O&M agreement is submitted to the local approving authority which: i Provides for the contracting of a person or firm trained by the Company as provided in Section V (5) and competent in providing services consistent with the System's specifications, with the operation and maintenance requirements specified by the Company and the designer and with any specified by the Department; ii Contains procedures for notification to the Department and the local approving authority within five days of knowledge of a System failure, malfunction or alarm event and for corrective measures to be taken immediately; and Bio-Microbics,Inc.,Renewal of Certification for General Use Page 5 of 7 i:ii Provides the name of an operator, which must be a Massachusetts certified operator as required by 257 CMR 2.00 of an appropriate grade that will operate and monitor the System. iv For residential Systems installed with a 50 percent reduced SAS the operator must inspect, field test and maintain the System at least every six months in accordance with the Departments policy and anytime there is an alarm event. For residential Systems installed with a standard sized SAS the inspections and field testing shall be conducted at least once per year. v For all other Systems the operator must inspect, field test and maintain the System at least every three months and anytime there is an alarm event. 4. The System owner shall at all times have the System properly operated and maintained in accordance with this Certification, the designer's operation and maintenance requirements and the Company's approved procedures.The System owner shall notify the Department and the local approving authority, in writing, within seven days of a change in the operator. 5. The System Dwner shall provide a copy of this Certification, prior to the signing of a purchase and sale agreement for the facility served by the System or any portion thereof, to the proposed new owner. 6. The System owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 7. By September 30`h of each year, the System owner shall submit to the Department and the local approving authority an O&M checklist and a technology checklist, completed by the System operator for each inspection performed during the previous 12 months. Copies of the checklists are attached to this Certification. V. Conditions Applicable to the Company l. By January 31 st of each year,the Company shall submit to the Department, a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state: the number of units of the System sold for use in Massachusetts during the previous year; the address of each installed System,the owner's name and address, the type of use (e.g. residential, commercial, school, institutional) and the design flow; and for all systems installed since the first issuance of Certification for General Use, all known failures, malfunctions, and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the Watershed Permitting Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of • Bio-Microbics,Inc.,Renewal of Certification for General Use Page 6 of 7 the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. Company shall maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 4. The Company shall make available, in printed and electronic format, the referenced procedures and protocol in item 3 above,to owners, operators, designers and installers of the System. 5. The Company shall maintain a program of designer and operator training and continuing education, as approved by the Department. The Company shall maintain and annually update, and make available the list of trained operators by January 31S`. 6. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 7. The Company shall include copies of this Certification and the procedures described in Section V (3)with each System that is sold. In any contract executed by the Company for distribution or resale of the System, the Company shall require the distributor or reseller to provide each purchaser of the System with copies of this Certification and the procedures described in Sections V (3). 8. The Company or its designee shall conduct an intended use review of the System prior to the sale of any nonresidential unit or any System over 3000 gpd to ensure that the proposed use of the System is consistent with the unit's capabilities. 9. The Company shall comply with 310 CMR 15.000 and all the Department policies and guidance that apply and as they may be amended from time to time. 10. If the Company wishes to continue this Certification after its expiration date, the Company shall apply for and obtain a renewal of this Certification.The Company shall submit a renewal application at least 180 days before the expiration date of this Certification, unless written permission for a later date has been granted in writing by the Department. VI. Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: 4 Bo-Microbics,Inc.,Renewal of Certification for General Use Page 7 of 7 Director Watershed Permitting Program Department of Environmental Protection One Winter Street- 6th floor Boston, Massachusetts 02108 V. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, noncompliance with the terms of this Certification, non- payment of any annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare, or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification and/or the System against the owner, or operator of the System, and/or the Company. VI. Expiration Date I. Notwithstanding the expiration date of this Certification, any System sold and installed prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approval authority, or a court requires the System to be modified or removed, or requires discharges to the System to pease. Return to Massl)EP Innovative Alternative Technologies Approvals Sl.ZC A 13 c v I wi 1-2 w 2 2T 500 1000 0.5 (GAL) (GAL) 4' 39 50, 604 301, 26" 15.5 0,75 .500 1000 24& 4v 47,5" 59' 54" 26,5' 26' (GAL) (GAL) 019 500 1000(GAL) <GAL) 24'w 40 47.5' 59" 540 26.5' 26' 110 500 1000 _24' 4& 47,5` 59' 54' 26,5*y 26' (GAL) (GAL) 1. 1000 2000 33, 4* 46.5-y 86, 55" 37,5# 27.5" (GAL) (GAL) A = SETTLING ZONE (LIQUID CAPAC11"TY) FASTS CHAMBER (LIQUID CAPACITY) C INFLUENT APERTURE HEIGHT Vl = VENT SIZE (MINIMUM) H = f:-AST0 HEIGHT I_,I FAST 81-F.N115JI-I (TOTAL) IN THE 947EPEST Cr TECHNOLOGICAL NOGRESS. ALL PRODUCTS W SUBJECT TO DESIGN ffl4D/CR HATMAL CHIAMIAE: V1 jour n3ribc L 2 TASTO LENGTH FROM BACK TO AIR LIFT Date 7-11-06 o.s'0.7s,o.g' N411, FASTS Wf'DTI-I e"TIOTAI-) 1.0&1.5 FAST W2 FAST? "VIDTH TO AIR LIFT M I C,R Q.BT C S Untts DIM Chart {Cut view)MA r ` IN FASTO AIR LIFTN3K-CORROSIVE C�.AMP EVERY 2 rr sKcr G4SKE`SSPLASsI IPi"A7E LAN EVERY 2 rT ..................................... RISERRISER2. mr-par eaw=vcmr imy C'p IY AMU.P PLY �� i.iNFLIN_ AILINE\• m, iASXCT `-CASK=T TO PLAN VIEW AIR i�T� AIR SUPPLY `�A R LIFT OPTIONS $LuVER ;J`t, Hum (SEE NOTE 5) GXY Iitn-NICR3"lB1%S) LCCATE VITHIN 100 FEET---1 tW53r,n) NON-CORROSIVE VITH LESS THEN 4 ELBGVS NOTES CLAMP EVERY 2 Fir. (SL'E Alk SUPPLY WIIONS) V 1 1. SECURE ORIGINAL FOOT TO LEG EXTENSION M4.CMININUN3 TCP OF TAAK.FLt H VIIH V047 PIPE:nPTII7J ~� 4Y PLACING TV13 (?_) SCREWS IN EACH SIDE OF TPE. SOTTDN OF CEII=ETE LID SEE NOrt 2. LEG EXTENSION. EIGHT 8) SCREWS PER FOOT ARE WITHIN 1 112' NCLUDED AND SHOULD BE USED ON EACH OF THE RSKEr i CORNER LEG EXTENSIONS, 1 ( 2. ANCHOR THE LEG EXTENSIONS, TO THE BASE. OF THE - - ( TANK, PLACE BOLTS AT OPPOSITE CORNERS OF THE ImP — LEG EXTENSION, BASE, 3. TO CLONGATE F OCJT PAST THE PROVIDED 12', CUT 1 THE 3:9' LEG EXTENSION IN THE CENTER INTO TWO SEPARATE. PIECES THEN CUT A SCH 40 PVC RIPE' t ! TO THE DESIRED LENGTH AND SLIP THE PIPE OVER ELE�razraL CIIND�TT rn THE TOP AND BOTTOM GUT SECTIONS OF THE LEG BIG-MICRUDICS, INC. ELnVEP. I CONTiCL SYST€N EXTENSIONS, 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. —� c41.2cm> 5. THE AIR SUPPLY L NE INTO TIME FAST UNIT MUST BE SECURED SO AS TO PREVENT DAMAGE FROM R PIPE VIBRATION. ul . EIli11E E. MUST INCREASE TANK SIZE I3Y 2Jl IF IC INCHES SEE TABLE ON PAGE. IS USED, CONSULT FACTORY FOR APPROVAL, xrttLrh rr:Ne T ATNENT C5.0.75.09 1, ALL APPURTENANCES `0t THE.". FAST (.e. SEPTIC TANK, im&Ltc�s 2nhE lJ0&IAFA3T PUMPIJUTS, ETC.) ►OST CIINFOR.N TO MASSA..CHUSETTS tLEDUII3 Ift naL1 1Vs u nreI lMCIiART STATE CODES, CAPALIT'Y'r f' (LIri ID (CUT\IIEYti�MA A AGITY> I , RCN IN THE INTEREST OF TECH4n,0GXAL PP€Jk''iR£SS, 41,L PR17T.i1CTS ARF SEE CHART $ S�k N0 6 SUBJECT T O PC SIG"7 AN7/CR NA 'RL HfrN" till POUT NUS?. ' SEE CART I Date 07-11-06 0.5,0.75e.0.9r 1.0&1.5 FAST Urft ELEVATION �BIB- MICRClBICS fb 1 OPERATION AND MAINTENANCE PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The wastewater treatment system to serve 199 Meadow Lane has a design capacity of 660 gallons per day and consists of a 1,500 gallon two compartment septic tank with a High Strength FAST treatment unit and 1,500 gallon pump chamber and a pressure dosed soil absorption system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the FAST system. Maintenance and inspection tasks for the FAST unit are to be performed as specified by Bio- Microbics, Inc. at the frequency specified by Bio-Microbics, Inc or by the system permit. The certified operator should perform the following on a quarterly basis: ■ Testing of sludge depth in septic tank ■ Inspection, power testing and clean/replace intake filter of the air blower. ■ Inspection of the alarm system ■ Inspect overall condition of FAST system. ■ Written notification to owner of any problems encountered The following should be performed annually: ■ Check sludge depth in septic tank, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. 0G-' ,t:c3 189 Goidste:in 199 f0eadow L. ne«ermit ng.F30s-i'.t3&M plan.doc September ber 25, 2 J WATER QUALITY MONITORING PLAN Jerome & Marlene Goldstein 199 Meadow Lane West Barnstable, MA The monitoring plan has been developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance of an alternative septic system. We propose quarterly monitoring of the septic system influent and effluent for the following parameters: pH; Biological Oxygen.Demand (BOD); Total Suspended Solids (TSS) Total Nitrogen including: Total Kjeldahl Nitrogen (TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Owner, and the contract operator within 30 days of sample collection. Samples will be collected quarterly for a period of two years or as specified by the permit. 1:`,BMS,Goldstein 199)Nileadovv f...ane'.Pern*tinr`PC?H\0&fv1 plan.dcc September 20, 2007 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarrnouth port mass 02675 down cape entineefiag civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.LS. land court _ Richard R.Fairbank P.E. surveys John McElwee,P.L.S. September 14, 1993 site planning Barnstable Health Department Barnstable Town Hall sewage system 367 Main Street designs Hyannis, MA 02601 inspections Reference: Derick Snare / 199 Meadow Lane, West Barnstable permits Dear Board Members: On September 13, 1993, Down Cape Engineering, Inc. , inspected the construction of the septic system at the above referenced site. The construction complies with the Site and Sewage Plan prepared by this office date 1-5-93 (revised date) . At this time, the existing cesspool has not been located, removed or destroyed. If you have any questions or require any additional material, please call me at 362-4541. Sincerely, Arne H. Ojala, P.E. & R.L.S. Down Cape Engineering, Inc. cc: Derick Snare' Marlene Goldstein I 1p� TOWN OF BARNSTABLE r LOCATIONICty A44ATooLd, 4w SEWAGE # VILLAGE u°tjS 1 � �f�%„s ASSESSOR'S MAP & LOT_ 66 / INSTALLER'S NAME & PHONE NO. A & B CANCO 775-6264 SEPTIC TANK CAPACITY /S a LEACHING FACILITY:(type) (size) NO. OF BEDROOMS.PRIVATE WELL OR PUBLIC WATERS BUILDER OR OWNER ;l G 4A.. l A.:. DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: n cf - ) 4 9 VARIANCE GRANTED: Yes No I i I� t i TOWN OF BARNSTABLE LOCATION Jqj M 9_4 j0d SEWAGE VILLAGE uc/f1S T 64&6✓t li;k L ASSESSOR'S MAP LOT 6 t R ;6 b j INSTALLER'S NAME 6& PHONE NO. A &•B CANCO 775-6264 rl SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE-PERMIT ISSUED: DATE COMPLIANCE ISSUED: n c'- 1® _ VARIANCE GRANTED: Yes No a/ cre APPM0 THE COMMONWEALTH OF MASSACH'KSHS tS MAP NO: t _ BOARD OF HEALTANH��PARC ELL NO: �r - �.�.`... .cO .............OF............................. ....-.... Applirnt lean for 31i, pogal lVarkii Tonstnution ramit Application is hereby made for a Permit to Construct (�4) or Repair (�an Individual Sewage Disposal System at: 13 Y I :� ne... a9 ' 55 ,.. � ,� s rt. �/ n1. Owner Address 7 `� '(' y/ a ........ . .........�4n�o. --............................................... ..Mb....h'1&% �Lddresso ....... Address Type of Building Size Lot... PDL.Z&._��....-Sq. feet �-. Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of ersons.....................--.---- Showers Ga4 YP g -•---------------------•--•• P ( ) — Cafeteria ( ) QOther fixtures -------------------------------•-•-•------------.......-•---•-•---...-•-•--....•••-•••-•-•-••---•-----------•--•-••------..........•-•------•-••---... W Design Flow..............UQ.......................gallons per person per day. Total daily flow...........44P.....................gallons. WSeptic Tank—Liquid capacity i..5.._ ...gallons Length...�Q��?.`.�.. Width..St_."O..... Diameter............... Depth.---._S...... x Disposal Trench—No. ......Z.......... Width.._................ Total Length......r7$....... Total leaching area..594?..Q..sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.................sq. ft. Z Other Distribution box (X) Dosing tank ( ) Percolation Test Results Performed Date....CO'4::92.................. .a M Test Pit No. 1...J"z......minutes per inch Depth of Test Pit......10,.......... Depth to ground water.....-.�`r�........ f� Test Pit No. 2.... z.._..minutes per inch. Depth of Test Pit......1P---_...... Depth to ground water...........�0�....... a --------•--...•••--•--•--------••.......----•.........................•-...----•--••---............------------•---------------....---...................-•-- ODescription of Soil .,..'TDP... ._ �4�. ... -'--. _. , ? ................................................... -!$i�-tAW..f ........................................... W V Nature of Repairs or Alterations—Answer when applicable._1.034tt.....�.- TdM e 4?"d 6e......a..._/__...tea oox .±Q.....4...luck... .&KG6....... ........................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of L I'U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the oard of health. Signed......... z)....c(W-.:t....--•--•-----•--••............. ...•.��. .'•!n-3.._.... Date Application Approved By.._...... G ........................ Date Application Disapproved for the following reasons:............................................................................................................_.. ...................•--•-•--••--••---......--------•-•----.........---•-••--•------•-----........----.............-•-•--.........-•-•-•-•---------•---......------•----•-•-•-----••-••---.....----......_ Date Permit No..... ' `' �................... Issued 7`�...-•---.. .. . .� ......... Date r31 t rto.._(�.. -- �`�::r /�/U 1// � l �' ,.--�- ,._ FEB.. ............._ -, r THE COMMONWEALTH13 , `OF MASSACHUSETTS CH SETTS BOARD OF HEALTH A vp fixation for Disposal Works Tonotrurtion Frrmit Application.is hereby made for a Permit to Construct (X,) or Repair ( :fan Individual Sewage Disposal System at: 13 Y D/c�—� ..............••-•.._..........•- • ••••••......-•••-•-•••••....._.. - ......._......... -� Location Address /or Lot No. ..... l�! rlrzrrn�v 4cc�vr�?r; %r��.. !lr .:............._........ Owner Address w ....................................................................................... ......................................... Installer Address Type of Building Size Lot...6�0t&---.--..Sq. feet { .. Dwelling—No.'of Bedrooms.................................._..........Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type T e of Building ............... No. of ersons..........__......_.._...__. Showers Gw YP g -•-•--•--•-•- P ( ) — Cafeteria Other fixtures -----------•-•--••..................................•..•... •. W Design Flow..............U.0......................gallons per person per day. Total daily flow..........�4..............................gallons. WSeptic Tank—Liquid capacity.!5Pp.gallons Length..J(2��".. WIdth:5.* '_... Diameter:............... Depth..�-�.�.f.el._.. x Disposal Trench—No. ......�_......... Width..... ...'...... Total Length---....-_._... Total leaching area..51e.G?_..sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet................. Total leaching area..................sq. ft. Z Other Distribution box (X) Dosing tank ( ) C- G-4 97- a Percolation Test Results Performed by..._ . •�± ....._.._� +*. ! Date.............. ........................ Test Pit No. 1................minutes per inch Depth of Test Pit......tK?......... Depth to ground water....= f-,. ...... 44 Test Pit No. 2----- z.....minutes per inch Depth of Test Pit......►-v........... Depth to ground water........... ........ 1:4 ..........•••-------...•---•••---••••••••-••--••...........-•-•...-•=-•--•-••... .....:................................................................... O Description of Soil �.. �::. � -� F* �� �.5' Gt F A-�a t� ................................................... -------------------- UW ....----•••--------••-------••--••-••--•. -••-•-•••••-•-••••-••-•...•••-••••-•...-•--•••..•----.....--••-••-••••••-•••--••••......-••-•-••••--•-•----•-•••-•----•-•----••-......._•-••..........-••_.... Nature of Repairs or Alterations—Answer when applicable... e-&P...../__J-f o 0... ... •••...... ..............•. ......... ••......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI;'LZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed..........----•-,sue ----h.GEa 24V4:M................................. .....-'2----�"•--•�.3........ ^, %� Date Application Approved BY -z..... ........... ; Date Application Disapproved for the following reasons:.......................-.................................................................................... ... -----•-•-•.....................•---------•--••--••---•-------.....-•-•-•------------........---------......-------•-••----------...........------...---•----------------•-------•••••--••................ 41 Permit No..... Date ,/ ± ! .•........•••••... Issued..--••-•• ... ._�::�................ Date -------------- ------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7 I. '....................OF......�'� .rira 1.r?................................................... Trrtif irate of faompliattrie THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by••-••-- r r2 An�c� •••....._. ••••-•••-•................•.....••-•••••--•--•••-•................-•-................ .Installer has been installed in accordance with the provisions of TIT LE, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit Noy,"�-e..` ,7 dated.-....� '""._15r`.�07 .._...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. C/O" DATE...................'--•^--;! .....• . ............... Inspector..................�.........---••.........-•-•-••--•----•••••••....._.....•..•- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .- f 1.plJr'1...................OF......./��tfA_)c...A��-.. ............................... !} iVo......................... FEE........................ Disposal Works Tonotrudion f rrmit Permission is hereby granted..... )1 fo�, :^...............•--•--•-•••....._..--•--•.............•-•--••.....••••-••-•--•-•---........................ t ------- to Construct ( ) or Repair (--') an Individual Sewage Disposal System at No. 'A -•-•-------•-- Street as shown on the application for Disposal Works Construction Permit No,.•_-•-'-__....1 Dated.... ........................... ..............fi t.' /.see.. ................................................vv.., Board of Health / DATE... ........................................... t � . �� .' ��� _ � i - - �,� ,� 4 ��( �� :� _—T _n . a.. _. �� 10:44 5088333150 HORSLEY WITTEN GROUP '0 PAGE: 01/02 0q Pj o L C') t i? Post-it"Fax Note 7671 Date's � �o � '��O PaStos LD To � _ Froen�®� Ar— Co./Dept. Co. c i Phone4f,6 IBIS2 I1l0a1Li Phone# 015 1+Iove per 12 1992 rax � 1410 � FaXs 'Arne 0'0ala ` Down Cape Engineering 939 Main Street Yat`roulthpart, MA 02675 Dieu,, Mr., D°Jala: 4r0aa, c r; granted a variance on behalf of your client Derick Snare, to construct an on-site sewage disposal system at 199 Meadow Lane, West Barnstable with the following conditions: ( 1) The septic tank shall be sealed with a, water-proof coating. The designing engineer shall ensure that the septic tank was sealed., was tested, and shall certify in writing that the tank is water-tight. (2 ) , '.Tire designing engineer shall supervise the installation of ' the on-site sewage disposal system and the removal or' destruction of the existing cesspool. The designing engineer shall certify in writing that the system was ins*talled in strict accordance with the submitted plan. l � The above-ground fuel tank shall be replaced or, if possible, rust-proofed. It shall be placed on a concrete pad which is larger in width and length than the tank. It is recommended that a roof should be placed over the above- gXound tank also. (9:) The toilets, sinks, and shower head shall be fitted with wa-termsaving devices in order to reduce the wastewater flow to the on-site sewage disposal system. (5, This variance expires on December 1, 1993, M/03/20137 10: 44 5088333150 HORSLEY WITTEN GROUP PAGE: 02102 ,a t Txha ,: ex ilsting cesspool is located within 100 feet of the wetland an6 Xs, i.n all probability, sitting in the groundwater table. 116,: �gaxiance is granted because the replacement on-site sewage disposal leaching facility will be located ' greater than 100 feet front the edge of the wetland and the bottom of the leaching facility will be (5) feet above the maximum height of the water table. Therefore, the replacement system may alleviate a source of pollution. 'truly yours? Susan G. Mask BOARD OF 'HEALTH 0101 'OF BARNSTABLE i FTHEt Town of Barnstable O Oij1 Board of Health 9BMWSTAB LE, 200 Main Street - Hyannis MA 02601 lE0 MA't A """ww Agreement to to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on I"'/1 -7 63 the Petitioner(s), JZ4Quy -1 YYAa,Aa=Q_., 6c4 x' n� regarding the property at Pq���D ) Lc,� _ Lj, 6GtJi��� the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon ime limits applicable prior to the execution of this Agreement. Petitioner(s): Signature: L Board of Health: Pe tioner(s)or Pe i ioner's Representative \ram Signature: Print �J � [� 'n �� Chairman Print: Wayne Miller, M.D. Date: U T Date: Address of Petitioner(s)or Petitio-ier's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 200 Main Street, Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc Commonwealth of Massachusetts Executive Office of Environmental Affairs MaDepartment of Environmental Protection Southeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner RE:NOTIFICATION OF FILE NUMBER DATE: November 17 , 1992 WETLANDS/ BARNSTABLE . This Department is in receipt of the following application filed in accordance with the Wetlands Protection Act (M.G.L. , Chapter 131, Section 40) : APPLICANT: Derick Snare OWNER OF LAND:Jerome & Marlene Goldstein c/o Design Continuum, Inc. . ADDRESS: 648 Beacon Street ADDRESS: 282 Buckminister Road Boston, MA 02215 Brookline, MA 02146 PROJECT LOCATION: 199 Meadow Lane Lot 18-1 This project has been issued the following file # SE 3-2558 Although a file # is being issued, please note . the following: 310 CMR 10. 32 , 10. 37. Land Subiect to Coastal Storm flowage. Zone A3 , elevation 11. Proiect May be located within Sandy Neck ACEC. Plans do not show Title V compliance - variances requested. No file # is being assigned to this project until the following missing information is sent to this office to complete the filing in accordance with the Act: PLEASE RETURN THIS FORM WITH REQUESTED INFORMATION. ( ) Notices of Intent ( ) Locus Maps ( ) Fee Calculation Sheet ( ) Title 5 Plan ( ) Appendix A Documentation ( ) Plans COMMENTS: ( ) Application has been forwarded to the Waterways Licensing .Program to determine if a Chapter 91 License is required. ( ) Please forward a . copy of the Notice of Intent to the Army Corps of Engineers for Sec. 404 review (Call 1-800-362-4367 for information. ) ( ) Project Imay require a Water Quality Certificate. Applicant is advised to contact the DEP Division of Water Pollution Control (1 Winter Street, Boston, MA 02108; Tel: (617) 292-5673) for forms and further information. ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT APPROVAL OF APPLICATION. PMK/lm cc: Conservation Commission ( ) DEP Water Pollution Control-SERO ( ) U.S. Army Corps of Eng. , Reg. Branch ( ) Coastal Zone Management (X) Board of Health ( ) Building Inspector Lakeville Hospital • Route 105 • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone(508)946-2700 362-4541 939 main street rt 6a yarmouth port mass 02675 down cdpe ell gineeriq civil engineers& land surveyors structural design Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys site planning sewage system November 6 , 1992 designs inspections Barnstable Board of Health 13 Barnstable Town Hall J c /Ve 367 Main Street 6 1992 permits Hyannis, MA 02601 rOWNOFBAEpT RONS TAB(E Reference: 199 Meadow Lane, West Barnstable Derick Snare Continued variance hearing Dear Board Members: Enclosed are revised plans for the above referenced project (revised date: 11-2-92 ) . The plan has been revised to show the reserve 100' from the wetland edge. The leach facility has also been revised with two leach trenches, and is to be located over 100' from the wetland and over 150 ' from private wells. With the revisions, the only variance we are requesting is for the septic tank to be located 72 ' from the wetland edge. Although it is possible for the septic tank to be located over 100 ' from the wetland, we feel the proposed septic system will be more effective with the tank closer to the dwelling. If you have any questions, please call me at 362-4541. Sincerely, 2 Albert H. Roberti Down Cape Engineering, Inc. encl 362-4541 939 main street rt 6a yarmouth port mass 02675 down cape en�i�reering civil engineers& land surveyors structural design ' Arne H.Ojala P.E.,R.L.S. land court October 9, 11992 Richard R.Fairbank P.E. surveys Barnstable Board of Health site planning Barnstable Town Offices 367 Main Street Hyannis, MA 02601 sewage system designs Reference: 199 Meadow Lane, (West) Barnstable Variance 'requests inspections i I Dear Board Members : permits e Enclosed are copies of the site and septic plan we have prepared for Mr. Snare and the Goldstein's. We are proposing to raise the foundation of the existing house, construct an 'addition, relocate an existing well and upgrade the septic system facilities. Due to the constrictions of the lot, the edge of wetland, well locations and the adjusted high water level, the project is requiring variances from the Town of Barnstable Health Regulations. The variance requests are as follow: Town of Barnstable Health Regulations: - Reg. adopted 5-26783 : Reserve to be 94 ' from the edge of wetland (6 ' variance requested) . - Reg. adopted 5-26-83 : Septic tank to be located 72 ' from the edge of wetland (28 ' variance) . , The leach facility is to be located over 100 ' from the bodering vegetated wetland and over 100 ' from the edge of the abutting salt marsh" We would appreciate it if this project could be placed on the next available hearing schedule. If you have any questions, please call me or Arne Ojala at 362- 4541. Sincerely, 44 QQ 'j.a RNe'Sa n r Albert H. Roberti OCT 1 3 1992 Down Cape Engineering, Inc. cc: Derick Snare g L --- 3------ Fee . - __----------------- No la BOARD OF HEALTH TOWN OF BARNSTABLE Z �� ���fication,for Leif��on�truct ior��erutit Application is hereby made for a permit to Construct ( ✓)!Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel Owner Address O SiJ�Gr lZ /�112�7_t�—_�tl�//,L% �i1✓�5, AD ___ ®27e-3—_4,'fzdW V S it o Installer — Driller 7 —— — Address —— Type of Building Dwelling=------------------------------------------ Other - Type of Building-------------------------,-- No. of Persons- Type ------------------------- -0o 4 ,. ofWell---------�r/-- --------------------------------- Purpose of Well l�o_`°acr__ i 17----------------------------- 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 Compliance has been issued by the Board of Health. a ggSigned el�''� _— te Application Approved By----- ---- ��- dat Application Disapproved for the following reasons:----------------------------�—- - -- -- - -------- ---------------—------------ — -- date r — —_—_— _—_— ------ Permit No. --�-4d-�=��------ - Issued---------_________ aate— BOARD OF HEALTH TOWN OF BARNSTABLE (C ertif irate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( eyed (- ), or Repaired ( ) by---- - -=--G�(-`=�---------------------------------------------------------------------------— -------- — - Installer at—-- —1 c-t_a! �1 LA" _w--<-� _WL----------- -- -- ----- ____ 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. -W-53-:a Dated- ------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- —___ —___ -- - ------- -- — Inspector-----------------------_—_----------—------------------ �., ? ?. ♦ to ''� j/�'}+ e 3 —331 NO X ��---------- Fee------------------ ` BOARD OF HEALTH ___,TOWN OF BARNSTABLE Applicat ion_*rletl CongtructionVermit Application is hereby made for al permit to Construct ( P10 Alter ( ), or Repair ( )an individual Well at: - N -l,�r , ,Usrt - ci - ------------- Location — Address AssessoFs Map and Parcel _-------,Per_,?�-�-----/1-ts��C�%�---!-��-------C�-o��S>t��.r/----- + Owner Address R'/EsSrrrh -d- Installer — Driller Address Type of Building ,. Dwelling------- --- — - ----- - - Other - Type of Building ------ No. of Persons-----------------------_____________—____ Type of Well SriDPI/G-X 4`1 --------- Capacity---------------------------------- ------------------------------------ Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The' Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate off Compliance has beeeen�issued by the Board of Health. �q terSigned __Cl - _U..� � � _------- y /date Application Approved B ---------------------- PP PP rove Y- - - - --- - -- date/ Application Disapproved for the following reasons:------------------__-_-_---------------------__________--------------________—______ date Permit No.-r;.:r --1--1=--- ------ Issued --- - -- ---—-- � date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( /,_Altered ( ), or Repaired ( ) by-- _-� % °- -(�.,a_t 1.5/�_-- ---------------- Installer at---- T-- i!1Q_�_�N_n 1--�-=q"' =----�Q�r-- �c tir_k_�6:------------------- 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. -IQE�3-_3_-Dated'`—A��!--'- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE— -- - --- ----- ---- - - -- Inspector------------------------- -- —--_—___ BOARD OF HEALTH TOWN OF BARNSTABLE lVell Cootruction Permit No. --h--------------- Fee-------------------- } Permission is hereby ranted 1 -110--C �' - '�---------------- to Construct ( *°);Alter ( ), or Repair ( ) an Individual.Well att No. — �+ _in,.11o"no (�cl n s 4�- - rn _1��Q,_ --------------------------_— Streetas shown on the application for a Well Construction Permit No.----.s 1 G -r-' =3 3 - ---------------------- Dated----------(,-, / Board of Health DATE --- !-��o` - -- - ------- T U C 8 It 0 W i4 c -.4 p 06 IV Or- T AAA it _rIV A V\ 10 Nk N It 1 �Znb 4 74 C t W t--t + ra F. E-- i t L �� Y ,1 11eef 11 6 Nr 4 r`v`� j��4 ♦ y� ` 5 l 1 °� �T, 1 \ I —01 �- , 6 { i 5 w • / 'a tot t{ ✓ �.."^'Y `•"'+ter.* �k �uR ',�� � , ..«�� r ENVIROTECH LABORATORIES Mass. Cert. #:MA063 449 Route 130 Sandwich, MA 02563 • (508) 888-6460 CLIENT: Jerome & Marlene Goldstein LOCATION: 199 Meadow Lane ADDRESS: 282 Buckminster Rd. W. Barnstable, MA Brookline, MA 02146 COLLECTED BY: Desmond Well Drilling SAMPLE DATE: 6-10-93 TIME: 4:OOPM DATE RECEIVED: 6-10-93 SAMPLE ID: CQ 1D/ BCHD JOB #: New well WELL DEPTH: 15'/5' RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliforin bacti-aia/100 ml (MF Method) 0 0 pH pH units 6.0-8.5 5.46 Conductance umhos/cm 500 155 Sodium mg/L 20.0 22.6 Nitrate-N mg/L 10.0 0.31 Iron mg/L 0.3 <0.05 Manganese mg/L 0.05 I Hardness mg/L as CaCO3 500 Sulfate mg/L 250 Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride mg/L 250 Turbidity NTU 5.0 Color APC units 15.0 Background bacteria EPA 601/602 * ug/L N.D. COMMENT: * See report attached. Sodium level is not a health hazard. Low pH indicates high corroisve characteristics. yo NO WATER IS SUITABLE FOR DRINKING PURPOSES F R PARA TERS TESTED. Ox ❑ DATE 1 Q ANALYTICAL 5,},_ - GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: QC10 Lab ID: 5329-01 Project: Goldstein 199 Meadow Batch ID: VG2-0161-W Client: Envirotech Sampled: . 06-10-93 Cant/Prsv: 40ml VOA Vial/NaHSO4 Cool Received: 06-10-93 Matrix: Aqueous Analyzed: 06-11-93 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 1 Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropene BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 . trans 1,3-Dichloropropene BRL 1 Toluene BRL I cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1. Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+p-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene - BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 30 101 % 87 - 113 % 1,2-Dichloroethane-d4 30 28 94 % 83 - 117 % BRL . Below Reporting Limit. " Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). STAMP: 50'-0" cr w m < 0: O „ Z iS w w � Vf U 59 a < i� W F F x cr Ix M. BEDROOM LIVING RM. In a e � �a DINING o W to N W LLJ Q = Z ROOF DECK 0 Z M O o (n Q F— W J W � ?im Z (n ZOQ OZ Q (j U J I co LW Z O --- i UP O�Q Z 0 0) m C' �� X LLJLli F-- AB TH 02 KITCHEN I I TITLE: I I I SECOND I I FLOOR PLAN DATE ISSUED: 11/08/06 REVISIONS: SECOND FLOOR PLAN DRA BY: BD NOT SCALE 8PROJECT #1 R-0037-0 DRA*NG NO.: g� EX2 r STAMP: 50'-0" W m Q Jv O „ LLJ z vl v - aZ c < MU a BEDROOM 02 QEN STUDY O U N m Q -_ LLI U o �- SCREEN Ld Z� Z PORCH O_ TRY L�J J Lil I- fr �im ZN ZOQ O_ Z � < V) U J UP (n W Z C' - C) Z 00 � Ill1 N X LAUNDRY LLI Li BEDROOM k3 = H AeTMs2 TITLE? . FIRST FLOOR PLAN L————————————————————- 1 DATE ISSUED: 11/08/06 REVISIONS: a FIRST FLOOR PLAN ' DRA*N BY. eo NOT TO SCALE PROJECT 9. R-0037- DRA Nc NO.: EX1 L R 1 � r D O V'cr 110. 11 YAF*Aourdpo r Qf� PROPOSED ADDITION TO THE GOLDSTEIN RESIDENCE 199 MEADOW LANE WEST BARNSTABLE, MA. mollm H�i� pi 11 ' K B Y/ ARCHITECTS BROWN LINDQUIST FENUCCIO &RABER ARCHITECTS, INC. 203 WILLOW STREET SURE A YARMOLITHPORT,MA.02675 TEL. (508)362-8382 FAX (508)362.2828 LAND SUVEYING &CIVIL ENGINEERING HORSLEY WITTER INC, 90 ROUTE 6A SANDWICH,MA.02536 TEL. (508)833-6600 FAX (508)833-3150 ISSUED FOR PERMIT 10/23/07 �G�OQpUt FIEN�L% 1 DEN S No.77M ------ YAF#A0ll1FlP0Rr. IAA LINE OF C1F OVERHANG . ABOVE Iw I LAUNDRY I aw�gg %VEWAY OLA EX. WOOD Q STOOP/DECK D r CC an DROP-OFF I dS F E 1 g w9.2 �� ,1 L u ST j VC UP - z 9 IP_6 j6'_ _ _6• 0 y U m Z r ---------- k O H BULKHEAD --- - --- ---+*--- -- --- ---^-" CENTERLINE STUDY _ ___ ___ ___ ___ ___ WW l i OF EX. ROOF C 8 FLOW-LEVEL ice\ 2'-O' 19' 6 11'-6 ROOF ABOVE i�i it ABOVE _qq DRYWELL ENTRY_ m Q 2--------------- 11 i� i� 11 ii 11 Y RED CEDAR DECKING 2, SHOWER SHOWER \\ DOOR 'v A•! ENCLOSURE L EXISTING ROOF ABOVE 2 m Om os /w� C c CL. ' NEW B'xB'GRANIT NEW U .O A9I BEDROOM POST 'BOLLARD' ROOF ABOVE - Z Q EA.SIDE 27'DEEP 16' DEEP FREE pSC�pR�E�E�N O �jJ W BUILT-IN BUILT-IN STANDING 'p �� ��f JJS— 0 52'H. ? 2_I. OPEN C'TOP _ BENCH J'r'"'✓L.y' L u DRESSER in 9'-0• NE TRY c L1J —j 5'TOP DRAWER, ES 6 SIMPLE DRAWER BASE ONLY Q 7 O N BR. G• Q B'-4�'f 5'-2YI 4'-I' CL.O '..+ fit, �i��tr O Fw-' Q Z :>, ✓ 1✓`• O CL 0 O O L TUB I- FLAT CLGJI �2NLu .1 i o O 3 O I FAMILY RMr.�/ _� CEDAR TREES ~ iv A D I m CATH CLG./V A TO BE REMOVED M- BATH O ATH I-- B B s i b .n.1 � � A�i I 3• 20'-0' ABOVE c \ h TIRE: 1 I I TOP OF 5UBFLOOR I 3' O B'-10' 6'-0' I I ELEV 1 .50' A II v 20x30 L o ABOVE LA�CL \\\ o PROPOSED INSUL HATCH A B M. BEDROOM \\\ - €�. FLOOR PLAN DECK I I \ N o2 1 O ABOVE \\ DATE ISSUED: v I II 1 II 3.6 —HOG. A B 2 10/23/07 Ty O II I II I DECKING r c . 0 REVISIONS: m m A9I O g• O 3. O 'V II I II I 2 m u u u HIGH AW ING WDW5 IO PERGOLA ABOVE A1.3 B'-6' B'-6' W-0 9'-6 4'-O 2- 1- 11.-0' 1T-6' DRAWN 8Y: BD 37'-0' PROJECT#: K40JECT NO. DRAWING NO.: AREA CALCULATIONS y A 1I5T FLOOT LIVING AREA 1,373 S.F. FLOOR PLAN yi r F STAVP: MEN BEDROOM N3. k I ML ix -- - m I } . I PEI I { � pqIQQ LAUNDRY, I W iS .OPEN PERGOLA Ex - - WoaDt` . - ABOVE yr/. - STOOP/DECK o _ F DRIVEWAY/DROP-OFF - - BELOW' Vl t� 12— ziu a - ROOF ABOVE UP I - U � - - �------------------ ENTRY STUDY B B M �s DOOR L . BULKHEAD - - EXISTING - { - O - LLI �yJ _ - ROOF ABOVE d ® ~ N J J C NEW 8'v8"GRANITE - C w 18BEDR�06 - POST'BOLLARD* ROOF OVE _ - _ Q EA.SIDE - 22•DEEP 18"DEEP FREE - SCREEN - Q BUILT-IN BUILT-IN STANDING c .,,1 .,, P/�p H Q Z_ O ~ 62•H. CAB. BENCH I t J�J ✓.(.'� ORC Q DRESSER TRY — — N 0 LJJ V i W Q Z (n V) L d =� O 0 � m a �hl,� O `O^ rn TV o f. _ - - 2 E. FAMILY RM, CEDAR TREES - TH BATH. �. 'WX21' _ TO BE REIAOVED I - 20'-0" ' TITLE: I II r-- PROPOSED ' FLOOR PLAN M. BEDROOM . o - DATE ISSUED: DECK 07/16/07 ( I II REVISIONS: IL II II t .�. ❑ � I IF II "II' I � 1 I 16 II II I I' I IG II II I J y HIGH AWNING WOWS u u u PERGOLA DRAyM BY: e ABOVE - BD 2-6- 1 r-o• r-6• N PROJECT N . 3T-o" DRA NG NO.: AREA CALCu�AnoNs 1ST FLOOT LIVING AREA - 1,373 S.F. /FLOOR PLAN A 1 1 $6 SCALEII/a"=1'-0" c( L. - - `i � a �G41� lF� E51E �1?TY � I,� I ¢t � o s�P•fia - _ ' ��.�a+h �A� ��4 ._.I'A�G_�-- 18� P��' - 'SOP `�• RE LbCer•(I� '. �Ee7T of LOGS P 71o� _ Cps,, tk P2dP D,rVX� '' � � EDGE OF SALT/r�RSN .+-�G,�:GE2 , P - i `� i� { �� _ `, �x;`� �' {I_ p er►iE' t2 M,�l/ta AU6ER MOLE WELL A SO tn/ 2 5 , 1 \ - Et.rrs• 20�1rr A i ✓ \Vpvl f , �(OPk5U6i IMP + �Xltif �— �\ �' � " jyyv. / � (� E�L131 i Top+ fiD7uSTMEAlr =•f•6 � r'Z� / 1 \ S��oIL EL.0.�' svesov IGf V ri>AL t — \ I \ \ Prr t� 1 "�' 1f 1 CI �A� CLERrJ USE 7$ FoR N o �fVEI. a I \ \\ (?o se o �> CLEAN c \\ REu1 �sk1 DECK N1Ep.1-74 R"Ot4 *fo SAND MED. 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AtD'�P*�D -2�->33 • '', \ \ I ` `�Q ����1 5 E-� Cc) LFICH 7REAlc11 (5e`�c.4' �c - 12 \ \ I 41' i�y;IC "'ArJ 1�-7 i�� �oZ' D' r3�X 4 t rh1N6 r-,�czczrr 4, �IL4c�1G No K Mo1 kLMD� �4MlE !f- Z , \�\ \ \\ I Yo LPG x .�-r.$ ) - G6D CAf_ 60,E$s sr^ uGS 1500 GALt.� -f!.t3� \� (.3$ Acrirst) LEAc4,1 .1G 't-y-o GPO /0,75 = SS 6.7 GPD ?C0UjRCD ZrC58-r��+C4+I�� = �10•d GPD _ �1�'OvlII.IC-� c�•nF�ED DV.l•ELLIt.L ADD,'1 iv+''� .AJD ��P'!iC �� a� `Fh '�;,,, 1IR��ea�E �T 1�q Mt✓A,n-�1 l�l. � (I,�.��r� f���e��'A.e!.� �,"s Pe�PAE ED doe aw,_ tdo. 3U742 U t_ %- k G /1� J! ;� - �J i i �/%G �'['`?'I t....'�;i l r l •'oe•c.r+' T'6^ +-_'` �`C A LE � D.�{ �: �'T• _I t 1 ;L.r�� '''.1F..�✓,�:^�t r4 mod- ,,`.�.` '.,✓- �'-! /Z:r!..A r ! C'•C, �.?A?� a('- ' `` i NON-CORROSIVE CLAMP EVERY 2 FT. BLOWER (SEE AIR SUPPLY OPTIONS DETAIL SHEET 2) (SEE DETAIL SHEET 2) 4" SCH. 40 PVC FROM TOP OF TANK FLUSH WITH 1,500 GALLON SEPTIC TANK e E E PROVIDE WATER TIGHT FRAME AND � BOTTOM OF CONCRETE LID 3' VENT COVER 10 GRADE (TYP.) a y WITHIN 1 1/2" 9 FRAME AND RISERA W o PROVIDE 24 DIA. WATER TIGHT 4 SCH 40 PVC T WATERPROOF CABLE INLET W d m -GASKET NO CABLE SPLICES INSIDE d TO GRADE (TYP-) FRAME AND. COVER TO TYP. PUMP CHAMBER _J FINISHED GRADE EL. 15.5 (TYP.) PUMP CHAMBER FINISHED GRADE EL. 15.5 FINISHED GRADE EL. 15.0 LL LL LL LL a FLEXIBLE COUPLING � SCH 40 PVC TYP. FORCEMAIN TO O S 8 g (TYP.) o •,. t •.' LEACHING FIELD •> : 4" SCH. 40 PVC INLET :. T 660 GALLONS STORAGE 14 MIN. •: ABOVE ALARM ON ELEV. :. . FLEXIBLE .. y' 4" SCH., 40 PVC FROM Y• STAINLESS STEEL SLIDE ... . . . . .:: COUPLING . :. '. :..... . 3 MIN. ' 1,000 GALLON SEPTIC TANK , ... ,.• ._, : = RAIL SYSTEM � � TYP. `' •• ( ) .. EL. 9.61 HIGH ALARM 4.0 LIQUID DEPTH a'. TAINLESS STEEL LIFTING 16.25 :. 10 MIN. 00% OF DESIGN FLOW CABLE AIRLIFT 1 FAST - MIN. 660 GAL EL. 9.28 LEAD PUMP ON `.: /4" WEEP HOLE IN 10" MIN. UNIT 26" PLATE H ' ; ----PROVIDE 2 COATS OF DISCHARGE PIPE CL c a .• h' BOTTOM OF TANK EL. 8.93 f EL 9.10 PUMP OFF CHECK .VALVE O m AIRLINE ; ..- BOTTOM OF TANK EL: 8.60 :a -1_ " - . .;... OUTSIDE OHALT F TANKS ER N 48.75 ESHGW EL. 8.4 y ,: . . 0 „• 3 . ... ..: j ESHGW EL. 8.4 6 CRUSHED STONE BASE �• YDRAULICALLY SEALE C' y .• - 6 CRUSHED STONE BASE - .. DISCHARGE FLANGE T 77- 42.5 26.5"t.5" 4" SCH. 40 PVC 0 0° REATMEN SETTLING TREATMENT SETTLING ZONE " " OUTLET •a S LSUBMERSIBLE �' e v M m w ZONE ZONE 50C GAL. ZONE 33 t.5 PUMP •' o m o o k i : 1000 GAL 26" W 4 t° PROPOSED 1 ,000 GALLON H-20 MONOLITHIC SEPTIC TANK NOT TO SCALE_ PROPOSED 1500 GALLON MONOLITHIC PUMP CHAMBER O N ,. AC MI- APPROVED EQUAL o :.... . :;. CAS OR R ... . . . _ .. :�' MI= PRECAST APP 0 NOT TO SCALE i. t o N ` ACME PRECAST OR APPROVED EQUAL 10" MIN. 0 3 PLAN VIEW = in w co U) o ELEVATION SEPTIC C H 20 SE NOTE: PROPOSED 1500 GALLON MONOLITH( , STRENGTH .:_.FAST 1 .:0 UNIT SEE "WASTEWATER SYSTEM SCHEDULE OF TANK " VIIITH HIGH E ELEVATIONS" FOR TANK INLET AND ` SCALE NOT TO OUTLET INVERT S. DUAL ACME PRECA T OR APPORVED�_ �--- R PROTECTION NOTES ' ZONING & RESOURCE R o r 1. ASSESSORS MAP : 134 PARCEL 018-001 WELL LOCATIONS AS SHOWN 8. , , : 'GO ST IN : JEROME & MARLENE K REPLAN �.. .IO � OWNER OF RECORD LD E ON SITE A SEW AGE � OCT. 9, 1992, PREPARED 13Y WF4 ` ADDRESS; 282 BUCKMIINSTER ROAD, BROOKLINE, MA 02445 VARIANCES W DOWN CAPE ENGINEEING, INC. } ,x:,,•.. • , : . . .. .� .. I LOCATED IN FLOOD ZONE A3 AREA OF 100 YEAR FLOOD �,��»_ .. Q r� ,;,• :::: -�`�.� � .. ,;:- :�, . Z. .THE LOCUS S L C ED LO ( , AL CODE: WAIVERS . , � � °_ ;;ate�: 00010011 D WF"�t .: TOWN OFBr4RNSTABLEBOHLOC _�.,_..,•_ _..-_ _�.._ �,`• , �• �', ���' •��, . 11 AS SHOWN ON F.1.R.M. MAP 25 - L ,ea a h'•. 1 « , , . RE UIRED PROPOSED I I ,... •� TM- C WATER SUPPLY OR GRAVEL PACKED WELLS ,> REGULATION _ � .. .. . •.: , 3. THERE ARE NO SURFACE I • ( ' .:� ., ,; . .., �.:. ;�,:_ ,Y,. �,, , -, : S WITHIN 250 . 31.5 ;NONE � � ,:. � , � ._ ,,. � �... _ . _ ., WITHIN 400 NO TUBULAR PUBLIC WELL - , Q DWELLING :-___.. .::a__.._. rM._..,.. __._ ., ._� ,, ,�" , ,� ., , . . :r » �- XISTING , ;�;, �"" , . ,< . „��� . ,. �, PROTECTION OVERLAY DISTRICT OR A � W Lp w.•,. • y., `�. �� w w,� x - - • ' .'� _ .... -. ..:�; ,. SITE IS .NOT 1N A GROUNDWATER .-• 13 - , I • •M..ri � a �. 'r ZONE,11 RECHARGE AREA. Ri . I ; ,. .. .,p.k.: . _ _.,._,.. .._. _._. .._.__ .._ ...-._. ,..__...,_ . _. _ ,_._.. _.. . ,... a TOF, EL.-16.37 , �. ; w x ;�h � "�•,�. -- GENERAL NOTES �1 � ABOVE <. ROP ED PERGOLA a>: }., .,t, ::. . : : . 1. UNLESS OTHERWISE NOTED `ALL SYSTEM COMPONENTS AND _ ► UPGRADE PROVISIONS , (LOCAL UPG � . 4 � '., :�- , . .•-,;,� ,.� , � : . „�' �� ;: • O ki _:..... .. r, DRIVEWAY/DROP-OFF/_ OFF � WIT DRIVEWAY//D .. >:: ..,.., ,,... ,-:__._.T. _---•---�::._._:��_H._.:�_.. r, p, _., - . , � �` I i � • , I„ , ,.�,. : , .., ,.�� ., t�,, 1 . - CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF i � � �; - .• ,.�•�, . , ;.. ,r , .. THE STATE f VIRONMENTAL CODE AND THE RULES .AND REGULATIONS OF O� h ! UI RED P ROPOSED <v 'REGULATION M I x� BARNSTA LE 'BOARD OF HEALTH. I~ : XISTING .�. to . . PORCH _.__..__ ..,._. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY HE t3oARD OF g 4) .':. _ _-....... _. ..,. .. __ _ _ _.,.. .._- _._.._ .. .. :_. _..�.,..�.._•_, ,_.;_._ m_•_. .,,a_,._• ., ,,, 4..," ; w �• .., THE DESIGN ENGINEER. � I - �+'' .. .., � • HEALTH AND DE 1 150.0 D \ o VARIANCES m • � � TITLE 5 { TO WELL a •/ _- - �. .. ..: ,' �•, .: u # . ;. r4 3. CHANGES TO EFFLUENT FLOW GRADING OR LANDSCAPING, EITHER .:.' r \ _ PROPOSED CLANOUT TO :REGULATION RE UIRED ON-SITE OR ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT _ -_ G_. _._,, aj GRADE TYP. .. EXISTING WF'8 OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF co OCID :' ,, BECK 1 , Minimum Setback distance to property line 10 fef)t 5 feet THE LEACHING SYSTEM. a - 310 CMR 15.211 n p Y- ..__., ., _. ,:. _..... ... ..... . ._. .,._ _. .. 4 __, , _ _._ , _---__. ,_4._._._ .w ._ _._. -, .,_ _ , LOCUS PLAN EXI fNG 1 ,500 GALLON �, ;A vanance of 5 feet is Mein requested. , _.:..,..:, _..,_.. _._... ._._...j m _._ _ __,___,..___ 9__.._..v-.__ _..._._ ._ I - WA R T TMENT SYSTEM 1 NOT DESIGNED FOR m �- t7) . SEPTIC TANK ; ____., SCALE: 1 =2000 4. THIS ON SITE WASTE TE REA S ;,. 310 CMR 15.211 Minimum Setback distance to cellar wall 20 feet 114.7 feet � ._ .;. _, ... ._.__.,__....__ , USE WITH A GARBAGE GRINDER. 3 �� : O•:'..: : A penance of 5.3 feet is being requested. i 9 req _ a a 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON •� 00 \ FIELD SURVEY AND PLAN BY HORSLEY .WITTEN GROUP PERFORMED to �z ` PROPOSED ADDITI� N SEPTEMBER 14, 2006. cn _ r� t, , 119.5 U`. F.F. EL. 16.51,,: •, :�'c.�,,' : U: CALL "DIGSAFE" AT LEAST 72' HOURS PRIOR- TO COMMENCING { tp :. MIF12 a� .0 t , •' ' 1�, " '« � . CONSTRUCTION AT 1-888-•DIG-SAFE AND ANY OTHER APPLICABLE � •o �, 3 -� % ' •�- ' `t'`� ,` .', ..:• ;+ -._ AGENCIES NECESSARY TO FIELD VERIFY LOCATION OF EXISTING UTILITIES. b p , r I THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES / - O S E LL 10'- _.-.:. FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO TH c � DESIGN ENGINEER. ._ PROPOSED 1,500 GALLON .. SEPTIC TANK WITH 40 MIL POLY LINER •� S 150.0 MONOLITHIC 3. REFER `TO .SITE PLAN FOR LOADING , OF INDIVIDUAL SEPTIC FROM ELEVATION \ WF13 CL ti N o0 3 HIGH STRENGTH FAST 1.0 UNIT -___- -- _ .• SYSTEM COMPONENTS. O TO WELL ��. 5. ___ x4.7 ,, �" r ?3p , CB DH -_ 14.07 TO 13.40 102.4 `�.,� •0 FAST BLOWER ------- 14<J -7� TEIN - 3. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 � _-_ � - c JEROME & MARLENE GOLDS. , - - _-�-- -_ -- ... ♦ __`_ _�_ � YEARS. _ _ --------- - -------_ _ - i TP 2 ------ -� .:•:• � -- ----__- ' • 199 MEADOW LANE ,. . :::.. 02668 :....~w.. , 7 __ W. BARNSTABLE, `MA I -_ I WATERTIGHT JO! TS UNLESS p� ; ••:::. , . •••:::�:•.. � � � _ 0. USE 4 IN. SCH. 40 PVC PIPING WITHN E TP-1 54 :;:::::::. :. . ---� API�IO�(IMAfE LOCATION OF MAP 134 PARCEL 018 001 WF18 OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A x ____-__ __- • :::.::.::. ..:.. :::. .♦ --- G-L HING TRENCH S C T% E�E+STIN Ems SO Ti0 WETLAND 15 SITE AREA: 1.38 ACRES . �, ...�, ••.•. •::.::._•. :':::'.. COMPACTED FIRM BASE..: - cu (SEE NOT( 14) •.•� PROPOSED 1,000 GALLON ........ ,..• ..... . :-.: rn SEPTIC TANK � •'• ::. . � 11. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL -p MONOLITHIC � 14.9 . POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. ' 10.1 • F PROPOSED 1,500 GALLON ;' " :'::::... '::::::. .. �, F - `, r2. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND op AMBER . .:..: . .. MONOLITHIC PUMP" CH � ::. ::::.:..`.:':...:':.` � � P-3 � MIF,18 - -- FINES. a FAST SYSTEM VENT H �� 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION4.0' .d Q,� NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE '3 o0 �`� PROPOD PRESSURE DOSED `�Y DISPOSAL SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR a.) "0 ' - LEACHING FLtS (SEE DETAIL SHEET 2) .0 TP_ '� ANY OTHER PURPOSES. 0° � o F�ygY TOP CB/DH FND ¢ M •- _ _ , _........ .... ... .. ........ .. ........._ ._. _..._ , _.._ ,.. __ :�,,. PROPOSED LATERAL ; �' ` ! >+ I EL.=13.36 i4. THE CONTRACTOR SHALL LOCATE AND REMOVE OR ABANDON ALL EXISTING { WASTEWATER SYSTEM SCHEDULE OFF CLEANOUT (TYP.) 5 O, F ~�`' - `` BE ti ELEVATIONS SEPTIC COMPONENTS PRIOR TO CONSTRUCTION COMPONENTS SHALL o \ \\ , ,` REMOVED OR ABANDONED IN ACCORDANCE WITH TITLE 5, 310 CMR o O _ - _ NVV. EL MODULAR BLOCK RETAINING i 100 '` __ J 15.354(3). �--- a w A N EXISTING TOF EL r 16.37 WALL SEE DETAIL SHEET 2) �. O i. _..,..• PROPOSED TOF EL } 16 50 ( WETl�1N0 / R THE CONTRACTOR SHALL PROVIDE AND INSTALL TIE BACKS .Registration* ,� BUILDING SEWER(EX DWELLING)s 14.771 `- � � � - 15. !F NECESSARY, E 0 _- EXISTING UTILITY-POL'::� TO `' OR SUPPORTS TO ENSURE THE INTEGRITY OF THE EXISTING UTILITY POLE � t�of My 't7 BUILDING SEWER(PR ADDITION) 14 40+ REMAIN (SEE NOTE 15) `�� ` ��D��Op ADJACENT TO THE LEACHING FIELD. �1 FAT PIU Ga •r FAST SEPTIC TANK 1,500-INLET; 13.871 Q 16. IF NECESSARY, THE CONTRACTOR SHALL SUBMIT A DEWATERING PROTOCOL ��� a• FAST SEPTIC TANK 1,500 OUTLET; 13 62 No.U824 _........ . PRIOR TO CONSTRUCTION. CONVENTIONAL TITLE 5 AREA ,g PRESERVED. S6 •`�... NSPECTION NOTES 1 _ 3.61 a FOOTPRINT TO BE PR _ _ _. .__ ... _.1�.. �. __. ,_ _. INLET: 1 s TANK 1 000 i SEPT '� _ _ _ ._ _. ,� r �. � _ I„ FINAL CONSTRUCTION IhJ�P���'II�N I�� ALL �����M9 �6M���dE�JT� l� To �E IC - TAT I , 6 �0 PERMANENT STRUCTURES. - > _:k i .1PT : TNl4 , f S CONDUCTED BY THE DESIGN ENGINEER AND THE BOARD OF HEALTH OR 9 z8 d PER FAST GENERAL USE N ( \ -i APPROVAL) � THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. . Project Number. PUMP CHAMBER INLEr 13 35 GRAPHIC SC'ALE� o ;�- ��- _ _ 1335E . PUMP CHAIICER- OUTLET, _ `� so 2. IT -IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO �D89 __. P�\p 20 0 10• 20 ` DATE AS-BUILT MARK UP DRAWINGS AND NOTES' (PREFERABLY IN A N _ BED INVERT IN t 13.90 O��G SURVEY FIELD NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL sheet Number: =p I BREAKOUT; _ _ 14 07 LOCATION OF ALL SYSTEM COMPONENTS INSTALLED. THESE MARK UP C �.___..__.-„_, _. BOTTOM OF SYSTEM( 13 40 r IN FEET ) ? �' __. . # O � ' ` DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE 1 Of 2 „_ \1,, inch 20 1L `' �'., E ESHGW I 8 40 i (�� 4�0N SEPARATION TO GROUNDWATER' 5 001 �% ••0 PREPARATION OF AS-BUILT PLANS. INSPECTOR: J. HENDERSON FAST SPECIFICATIONS AND NOTES -- ---- SOIL EVALUATOR: D. D_E_ SMARAIS 1. GENERAL DESIGN CRITERIA - DATE: - 4/5/2007 5. REMOTE MOUNTED BLOWER 9. WARRANTY - NUMBER OF BEDROOMS 6 PERC#: 11685 A. THE CONTRACTOR SHALL FURNISH AND INSTALL (1) THE BLOWER MAY BE MOUNTED REMOTE WITH NO MORE THAN 100 THE MANUFACTURER OF THE HIGHSTRENGTHFAST 1.0 TREATMENT -5 FLOW PER ROOM 110 GPD HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM AS MANUFACTURED FT OF PIPING AND NO MORE THAN FOUR ELBOWS, FROM THE SYSTEM SHALL WARRANT FOR EIGHTEEN MONTHS FROM THE DATE W DESIGN FLOW 660 GPD _ BY BIO-MICROBICS, INC. THE TREATMENT SYSTEM SHALL BE HIGHSTRENGTH FAST UNIT ON A CONTRACTOR SUPPLIED CONCRETE OF SHIPMENT OR ONE YEAR FROM THE DATE OF START-UP, m TP-1 COMPLETE WITH ALL NEEDED EQUIPMENT AS SHOWN ON THE BASE. THE BLOWER MUST NOT SET IN STANDING WATER AND ITS WHICHEVER OCCURS FIRST, THAT THE EQUIPMENT THEY PROVIDE 440 RULE(BUILDAL ING ACRE)TION TP"Z DRAWINGS AND SPECIFIED HEREIN. ELEVATION MUST BE HIGHER THAN THE NORMAL FLOOD LEVEL. A WILL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP. C SITE AREA (BUILDING ACRE) 1.50 ACRES 0.0 15.0 TWO-PIECE, RECTANGULAR HOUSING SHALL BE PROVIDED WITH a WASTEWATER LOADING 440 GPD/ACRE -__ _____._-. 0.0 15.0 B. THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST TAMPER-PROOF SCREWS. THE DISCHARGE AIR LINE FROM THE IN THE EVENT A MECHANICAL COMPONENT FAILS TO PERFORM AS W ALLOWABLE FLOW 661 GPD A A _ SYSTEM INSERT, LEG EXTENSIONS IF THAT OPTION IS CHOSEN, BLOWER TO THE HIGHSTRENGTHFAST SHALL BE PROVIDED AND SPECIFIED OR IS PROVEN DEFECTIVE IN SERVICE DURING THE F-M SAND ~ - F=M SAN© BLOWER ASSEMBLY, BLOWER CONTROLS AND ALARMS. THE INSTALLED BY THE CONTRACTOR. WARRANTY PERIOD, THE MANUFACTURER SHALL REPAIR OR a. a. L SEPTIC TANK _ 0 8 16 YR 3�3 14.3 HIGHSTRENGTHFAST 1.0 UNIT SHALL BE SITUATED WITHIN A REPLACE SUCH DEFECTIVE PARTS. (COST OF LABOR ON _ _ _ 0.8 10 YR 313 14.5 6. ELECTRICAL N m X x SEPTIC TANK(200% DESIGN FLOW): 1,320 GAL. 8 --- 1,500 GALLON TWO COMPARTMENT TANK, AS SHOWN ON THE REPAIR/REPLACEMENT IS NOT COVERED UNDER THIS WARRANTY.) c SEPTIC TANK(100% DESIGN FLOW): 660 GAL. -- -- --- ---- ----- B PLANS. TANK(S) MUST CONFORM TO LOCAL, STATE, AND ALL THE ELECTRICAL SOURCE SHOULD BE WITHIN 150 FEET OF THE THE REPLACEMENT OR REPAIR OF THOSE ITEMS NORMALLY O 8 8 8 TOTAL TANK CAPACITY REQUIRED: 1_,980 GAL. _ F-M SAND OTHER APPLICABLE CODES. THE CONTRACTOR SHALL PROVIDE BLOWER. CONSULT LOCAL CODE FOR LONGER WIRING DISTANCES. CONSUMED IN SERVICE SUCH AS AIR FILTER, ETC., SHALL BE CD o - - USE 1,500 AND 1, F-M SAND 000 GALLON SEPTIC TANKS -� - -- - 10 YR 6/8 COORDINATION BETWEEN THE FAST SYSTEM AND TANK ALL WIRING MUST CONFORM TO CODE. THE INPUT POWER CONSIDERED AS PART OF ROUTINE MAINTENANCE AND UPKEEP. > _ 2.3 ' 12.8 2 3 10 YR 6/8 12 8 SUPPLIER WITH REGARD TO FABRICATION OF THE TANK, REQUIRED FOR THE BLOWER IS 1151230 VOLTS, SINGLE PHASE, 10. NOTES PUMP CHAMBER CAPACITY -� C - -- C INSTALLATION OF THE FAST UNIT AND DELIVERY TO THE JOB 60/50 HERTZ, 3.811.9 FULL LOAD AMPS, MINIMUM WIRE SIZE IS DOSE VOLUME 69 GAL SITE. 14 A.W.G. (LOCKED ROTOR AMPS ARE 18.6/9.3). ALL CONDUIT 1. ALL APPURTENANCES TO THE HIGH STRENGTH FAST 1.0 EMERGENCY STORAGE PROVIDED 660 GAL. 2. OPERATING CONDTIONS AND WIRING BETWEEN TIHE ELECTRICAL CONTROL PANEL, THE m POWER SUPPLY, AND THE BLOWER SHALL BE FURNISHED AND SYSTEM (e.g. SEPTIC TANK, PUMPDUTS, . ETC.) MUST CONFORM a i SUMP VOLUME 97 GAL. TO TITLE 5 AND THE BARNSTABLE BOARD OF HEALTH U_ F-M SAND C. THE HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. POWER SHALL HE SUPPLIED � STORAGE BETWEEN PUMP-ON&ALARM 197 GAL REGULATIONS. BACKDRA/N VOLUME s9 GAL. 10 YR 713 CAPABLE OF TREATING THE WASTEWATER FROM ALL FACILITIES FROM THE EXISTING ELECTRICAL PANAL AT THE RESIDENCE. VOLUME REQUIRED 1,100 GAL 4.5'DEPTH OF X ESHGW EL. 8.4 PRODUCING APPROPRIATE WASTE TO DEVELOP AND SUSTAIN A F-M SAND VIABLE BIOMASS. WASTE CONTAINING' INHIBITORY SUBSTANCES 7• ALARMS 2. BLOWER CONTROL SYSTEM BY BIO-MICROBICS, INC. USE 1,500 GALLON PUMP CHAMBER PERC 10 YR 713 ESHHGW EL. 8.4 IS NOT RECOMMENDED FOR TREATMENT IN THE FAST SYSTEM. THE ALARM SYSTEM SHALL CONSIST OF A VISUAL AND AUDIBLE 0.40 <2 MINANCH CONSULT FACTORY FOR PROPER SIZING AND USAGE. 3. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION BY c m � STANDING WATER I � I ALARM TO INDICATE LOSS OF POWER TO THE BLOWER AND/OR . PLACING TWO (2) .SCREWS IN EACH SIDE OF THE LEG - � � � LEACHING SYSTEM DESIGN CRITERIA PERC RATE EL. 7.0 HIGH WATER LEVEL. A MANUAL SILENCE SWITCH IS INCLUDED. 0 3 ---- - - STANDING WATER . MEDIA EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND (M v� 9 EL. 7.0 D. THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC, A INSTRUCTIONS CORNER LEG SOIL ABSORPTION SYSTEM 8. INSTALLATION AND OPERATION NSTRUCLONS SHOULD BE USED ON EACH OF THE FOUR (4) CO E E S _ _. _ _-_ '10.0 5.0 10.0 5.0 POLYETHYLENE OR POLYPROPYLENE AND IT SHALL BE EXTENSIONS. m c 5;.= LEACHING SYSTEM USED: BED~ Y- STANDING WATER 880'BELOW GRADE STANDING WATER 8.0'BELOW GRADE SUPPORTED BY THE POLYETHYLENE INSERT. THE MEDIA SHALL ALL WORK MUST BE DONE IN ACCORDANCE WITH LOCAL CODES c v w - - -------- BE FIXED IN POSITION AND CONTAIN NO MOVING OR WEARING AND REGULATIONS. INSTALLATION OF THE HIGHSTRENGTHFAST 1.0 4. ANCHOR THE LEG EXTENSIONS 4 CORNER LEGS ONLY TO •� C m -__ DESIGN PERCOLATION RATE: _ 2 MIN/IN _ ( ) P 0 _ PARTS AND SHALL NOT CORRODE THE MEDIA SHALL BE SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS > 0 3 A J SOIL CLASS: I ��- -------"---�-- -- �------ DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED SOLIDS � ' '� LONG TERM ACCEPTANCE RATE(LIAR): ^-_ -_ 0.74 GPD/S.F. TR3 -_ TP-4 PROVIDED BY THE MANUFACTURER. NO MORE THAN FOUR FEET OF OF THE LEG EXTENSION BASE. W , Q IMM%DIATELY DESCEND THROUGH THE MEDIA TO THE BOTTOM FILL MAY BE PLACED OVER THE FAST LID. OPERATION MANUALS TOTAL AREA REQUIRED: 892 S.F. 8 OF THE SEPTIC TANK. SHALL BE FURNISHED WHICH WILL INCLUDE A DESCRIPTION OF 5. TO ELONGATE FOOT PAST THE PROVIDED 12" CUT THE 3.9 ) w N - TOTAL AREA REQUIRED(50% REDUCTION): 446 S.F. O.0 12.0 0.0 12.5 INSTALLATION, OPERATIO/W, AND SYSTEM MAINTENANCE; LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. i 'BC R A A 4; BLOYIER p _ PROCEDURES. THERE SHHALL BE A SEPARATE MANUAL FOR THE THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND TOTAL AREA PROPOSED: F-M SAND F-M SAND E. THE'HIGHSTRENGTHFAST 1.0 UNIT SHALL COME EQUIPPED INSTALLER, SERVICE PROVIDER, AND OWNER, TAILORED TO EACH. SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF = con y ° AREA PROPOSED. 446 S.F. A REGENERATIVE TYPE BLOWER CAPABLE OF DELIVERING 0.7 10 YR 3/3 11.3 0.7 10 YR 313 11.8 THE LEG EXTENSIONS. TOTAL ALLOWABLE Flow: sso GPD - ----- 32-36 CFM. THE BLOWER ASSEMBLY SHALL INCLUDE AN B EI INLEC FILTER WITH METAL FILTER ELEMENT. 6. ATTACH PIPES WITH STAINLESS STEEL SCREWS. ---- -- - - - F-M SAND F-M SAND PRESSURE DOSE CALCULATIONS 7. THE AIR SUPPLY LINE INTO THE FAST UNIT MUST BE SECURED -- ` 6 10 YR 6/8 9.4 2.6 10 YR 6/8 9 9 SO AS TO PREVENT DAMAGE FROM PIPE VIBRATION. TITLE 5 DESIGN FLOW T_660 GPD _ C C -_ - 8. THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP,. PERFORATIONS OR THE BAFFLE THAT SEPARATES THE TWO ZONES NEEDS TO ESHGW EL. 8.4 EXTEND ALL THE WAY TO THE TOP OF THE CONCRETE TANK.7 PERFORATION DIAMETER Dp 1/8 IN F-M SAND IF THE PIPE CAP OPTION IS CHOSEN, THE BAFFLE MUST DISTAL IN-LINE PRESSURE,Hd= 5 FT. ESHGW' EL. 8.4 10 YR 6/6 � EXTEND PAST THE WATER LEVEL AT LEAST THREE INCHES AS Q NUMBER OF PERFORATIONS, N_ 27.00 4.5'DEPTH OF STANDING WATER I� I Cti w 1 4. F F-M SAND SHOWN IN THE DRAWING. PERFORATION SPACING, S - 5 T. PERC EL. 7.0 10 YR 6/6 STANDING WATER q q ------A ---- EVE -- <2 MINANCH EL. 7.0 LATERALS-UNEVEN LENGTH LATERAL SPACING, Ls = 4.1 FT. PERC RATE BLOWER W/ HOOD (BY 1.25" 2" LATERAL DIAMETER Ld= 1.5 IN _ MIN. LENGTH OF LATERALS L _ 11.6 FT. BID-MICROBICS) 9.25" 9" MAX. LENGTH OF LATERALS, L = 54.9 FT 10.0 2.0 10.0 2.5 TOTAL LENGTH OF LATERALS, L= 218 FT. STANDING WATER 5.0'BELOW GRADE STANDING WATER 5.5'BELOW GRADE W W � HAZEN-WILLIAMS COEFFICIENT, Ch= 140 " 14 FORCE MAIN AND MANIFOLD FORCE MAIN DIAMETER, Dim = 3.0 IN. A 17" 9" LENGTH OF FORCE MAIN, Lim = 12.7 FT. PVC THREADED CAP PRE-CAST ~ W MANIFOLD DIAMETER, Dm - 3.0 IN _ W MANIFOLD LENGTH, Lm = 20.7 FT. CONCRETE BASE - -- - PAD (2.5'X2') TO PROVIDE CURB BOX MOUNTED 4" 4" SUIT BLOWER 5" DISCHARGE RATES •FLUSH WITH GROUND �- PERFORATION DISCHARGE RATE, q= 11.79 x(Dp)2 x(Hd)1/2= 0.42 GPM 1.25" SYSTEM DISCHARGE RATE, Q, QI x Ln= 12 GPM - -= _ _ = ELECTRICAL CONDUIT - - - - TO BLOWER CONTROL 22.75" ( BLOWER HOUSING DIMENSIONS " DOSING CALCULATIONS - SYSTEM) BLOWER HOUSING BASE DIMENSIONS (SECTION A-A) PIPING SYSTEM VOLUME, Vs = 13 GAL a a MIN DOSE VOLUME, (5.0x VS) = 69 GAL. AIR LINE BLOWER HOUSING DETAIL DOSE VOLUME: -69 GALLON SWEEP (TYP.) NOT TO SCALE .� HEAD LOSSES FRICTION LOSS IN FORCE MAIN, fl= 0.0 FT. PROPOSED CURB BOX TO GRADE TO HOUSE C7 FRICTION LOSS IN FITTINGS AND VALVES, fl= 0.0 FT. LATERAL CLEAN-OUT (TYP.). NETWORK LOSSES, nI= 6.6 FT. PERFORATED PVC DISTRIBUTION LATERAL WITH PERFORATIONS AT 5 AND 7 STATIC HEAD= 10.0 Fr. O'CLOCK. DRILL LAST PERFORATION AT 12 O'CLOCK POSITION FOR SYSTEM PROVIDE PERFORATION SHIELD a MIRAFI 140N FILTER FABRIC _ DISTAL IN-LINE PRESSURE= 5.0 FT. OR APPROVED EQUAL TESTING. AFTER SYSTEM TESTING PROVIDE ORIFICE SHIELD FOR LAST (TYP.) USE ORENCO TYPE OR TOTAL HEAD= 21.6 FT. TYPICAL CLEAN-OUT DETAIL PERFORATION IN EACH LATERAL NOT TO SCALE EQUIVALENT � o2j - 0 PUMP PARAMATERS LOAM & SEED E -�-- _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllliplllilllll IIIIIIIIIII illllllllll IIIIIIIIII , 15.0 m o FLOW, Q = - 12 GPM ►� N TOTAL DYNAMIC HEAD= 22 ca FT. <. • EL. 14.07 ,3, MI I - EL. 13.9 III 3/4" - 1 -1/2- DOUBLE WASHED STONE I I 0.5' TOP OF WALL _ _ _ EL. 13.4 ELEVATION 15.1 LOAM & SEED - 1=I I I;, ,I I I�I I I=I I I=I I I=I I I=NATURAL MATERIAL (NO COMPACTION) OR TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3) I=III=III-) I I=I I (=I . .. CAP UNIT ADHERES TO TOP TEE , . . UNIT W/VERSA-LOK CONCRETE SCHD. 40 PVC MANIFOLD ADHESIVE SLOPE MANIFOLD BACK TO PUMP CHAMBER AT 0.5% TYPICAL LEACHING BED SECTION 5 ►� i . . Q, VERSA-LOK STANDARD o MODULAR CONCRETE LEACH FIELD ESTIMATED SEASONAL HIGH GROUNDWATER EL. 8.4 V >� 9 . UNITS :. BREAKOUT a�i v ' 4 MIN. EL. 14.07 12.6 �. I� � LOAM & SEED /•. LOAM & SEED Cn � M ELEVATION 13.0 t ;. 2.6' .9Il�i IIIIJII 11. In 13ACKFILL"- 1' TYP. 18 LATERAL CLEANOUT (TYP.) ,: . . 37 - ... •. ' 22.5' (---- 4.1 TYP. ---� 19.0' =1I I�I. Registration: .. 40'.MIL :PVC .LINER FROM 20.7' ' I 3/4" - 1 -1/2" DOUBLE WASHED STONE I I= cHof��a CONCRETE LEVELIN 19.0 " EL. 14.07 TO BOTTOM -I I _ _ _ _ _ _ _ _ _ I PAD MIN. 6 THICK OF WALL 1.0' - 19.7 I,;,I I„I I I=( ( I-III=) I I=) I=I I NATURAL MATERIAL (NO COMPACTION) =III-III-I I L , 0 -I ( I < U� FAT RU i LEE 19.0'---I -• , ,-: I-I, :-: . ,_ . I I-1 i I-I i I- � Q CIVIL VER,1mR=L0ft8 PERFORATION (TYP.) No.42824 1.Q Retaining WAIT Systems 19. TYPICAL LEACHING BED NETWORK SECTION r rac�e,�no-+oeo sb,. �,�Solid Solutions:' 1.0 2 .7, NOTE: 9 o MANIIFOLD SEE PRESSURE DISTRIBUTION Project Number. MODULAR BLOCK •WALL SECTION LEACHING BED DETAIL CALCULATIONS FOR PIPE SIZES AND 6089 NOT TO SCALE DISTRIBUTION LATERAL (TYP.) NOT TO SCALE DISPOSAL BED SPECIFICATIONS. VERSA-LOK OR APPROVED EQUAL TYPICAL LEACHING BED PLAN Sheet Number. IF Of � �_,_. ,....,,___..___.,_,.,._.-..-...-_..._................ ..,.w..._,_..X.."___,._.,....____._.,.,._,.,,,, ,_"'"'_..r.,._.._,.-.,.,_....,., ..,,.__.._.-..,__11-._...r...,..,1._.._,,..._._.._..._.___,_.-"___:..,.._._.._,_._M„ = DESIGN CRITERIA NUMBER OF BEDROOMS; 6 FLOW PER ROOM' 11 o i GPD .,_ ...""--,. ,."_,._. _-.......... ........--_,.-...-......a ....»:_ 0 4" SCH. 40 PVC DESIGN FLOW 660 GPD BUILDING SERVICE .,_,,-_____.._. .,_, m..- . LL,___... _l-,1 .,,. EX. DWELLING EL. 13.39 _.n_...___w_M__.., _w.w_ _.,.u_ , PR. ADDITION EL. 13.39 440 RULE CALCULATION WATERPROOF CABLE INLET SITE Aj4'EA (BUILDING ACRE) 1 bO,ACRES a a PROVIDE WATER TIGHT FRAME AND NO CABLE SPLICES INSIDE 1 _,_..__ wasTEwaTER LOADrn►G 440 GPDiACRE x 0 PROVIDE 24" DIA. WATER 4" SCH 40 PVC T COVER TO GRADE (TYP.) PUMP CHAMBER ALLOWABLE FLOW- 661 GPO f "' o TIGHT FRAME AND COVER TO PUMP CHAMBER FINISHED GRADE EL. 15.0 .,,.F.,.._, . _,.._�. d. Q ',, GRADE RIM EL. 100.16 (TYP•) EL 13.14 -Ar -.-.1k ..-,.,. -.,,,-. _,___... _,... SEPTIC TANK, _ ,_.....,. Cl) m FINISHED GRADE EL. 15.0 a 2" SCH 40 PVC _ . _ ,__. _., ___ _ SEPTIC TANK(200% DESIGN FLOW) 1 320 j GAL p - M y = a i FLEXIBLE COUPLING ... TYP. ...__,-_ ,_„•_. N m_,_,.,,.. ._-'." ..,_._-PTIC ----TANK 00% DESIGN FLOW) . x „�,__,._ _ ---"GAL _. N m :, , ;• ( ) i :. m r... . • ::. , , ' 7 :._. v1,980"GAL. o A 0 v... `., a:.•. as• ".^i 4.•Aw .., • - • ,k b i' .4 m.tl; ; FIELD _-• _.s,_,_.__ _ ._ . 4 -• ad.. k• .ra , • w .F•.,^'a. a, ,..•, . ,°,.•« e: -,• ®®a'a' a. e�" • • ..,.....,.., _...u....._...« .............:...... .. ... _,. �,�_..,., ,». _.,.... .................. .,,.._..,_ .-. - wa;. _ LEACHING � TOTAL TANK CAPACI EL 12 88 USE 2,00 GALLON TWO COMPARTMENT SEPTIC TANK f •� . ,____ I _. _.._,,-__ _. ,.._, .._W__�m 'ter/ <^� � 4" SCH. PUMP CHAMBER CAPACITY I __ _...,,,a. ro ._ _,_____ , ^'^ `V N a V 40 PVC - 660 GALLONS STORAGE 11-411 DOSE VOLUME 134'GAL i 1 b" MIN. I. 4" SCH. 40 PVC FROM m_ 14 MIN. `,. ",, STAINLESS STEEL SLIDE ' EMERGENCY STORAGE PROVIDED ` 660,GAL ' SEPTIC TANK EL. 13.13 ABOVE ALARM ON ELEV. 00 - -� RAIL SYSTEM SUMP VOLUME 97 GAL , '' 3" MIN. 6 i `: STAINLESS STEEL LIFTING STORAGE BETWEEN PUMP ON&ALARM i 289,GAL � . • FLEXIBLE A 4.0 ' LIQUID DEPTH ,0 , EL. 10.22 HIGH ALARM I , COUPLING G TAS BAFFLE CABLE BACKDRAIN VOLUME, 26 GAL ,, _,..,___. , _,.__ _„_, -_,, _ ___.,_._ ___..-_._-. _._.w_ __._ ,.,_ _, _, t... v (TYP.) :. 10" MIN. �:K EL. 9.89 LAG PUMP ON 1/4" WEEP HOLE IN VOLUME REQUIRED 1,300iGAL. 200% OF DESIGN FLOWJ EL. 9.48 LEAD PUMP ON USE1,500GALLONPUMPCHAMBER rf DISCHARGE PIPE > �' MIN. 1320 GAL ;, 100% OF' DESIGN FLOW = o m w MIN. 660 GAL BOTTOM OF TANK EL. 8.G3 EL 9.13 PUMP OFF 2" CHECK VALVE w._» _..,._„ ___....___._, _...,_..- _ _...,_..__. .___.._ _._._.T,.,. __.r_____ .__._,.. , _ .._.,__�.-_. _ ' "< BOTTOM OF TANK EL. 8.$9 : - . :.'. :a.:< i••.,•. _..', A. ' „. ES/GN CRITERIA c •� . . . .. 4.:: . .. Y TEM -i ' 6" CRUSHED STONE BASE.. JJ�M HYDRAULICALLY SEALED _,.,F^,_.__.._m_,_rw,v.___m,.... _,..,,.. __,_. ,_.._ ,_.,..,_ 4 ,,._.. _U _,__ ,.,__ _ _.•,_ ,_,_._W�_,.- . -� 0 ZA�� a�,�__,�� � 6" CRUSHED STONE BASE DISCHARGE FLANGE SOIL ABsoRPT1oN srsTEM M. i � � #e m PROPOSED 2,000 GALLON SEPTIC TANKL � � � a SUBMERSIBLE LEACHING SYSTEM USED (BED a•► e 4 M NOT To SCALE 1 ,500 GALLON PUMP CHAMBER PUMP -I DESIGNPERCOLaTiONRATE W _,_, _4_ -.snnNiily _.___ ° � N y ACME PRECAST OR APPROVED EQUAL NOT TO SCALE SOIL CLASS ' I _ M _ _ _ LONG TERM ACCEPTANCE RATE(LTAR),1 N 0 74'GPD/S F i w � _m 4) ,Q) 1' � � % o ACME PRECAST OR APPROVED EQUAL TOTAL AREA REQUIRED:� ��� � 892 S.F � � � o � z M � N _ t � 3MM co TOTAL AREA PROPOSED � 0 C ago ago hi_._ __ .__._._. _.._, _ , _�__,,. -___----- __�.w . m..w_._„ ,-I---,--- __.._,_ �.__, ___--,-__ 1, c y % � � � 0 � ., --- "._,..,-._, ._.� _, ,._._,,,._,.-. --..,. X.,_ _.,a_- ,. -,.,.,._ _- .._ i AREA 16L_ �oW 1 900�S F.. _.m„ TOTAL ALLOWABLE FLOW !_ ...,-_,m.-a_._ ___.666 GPD -_,___,.__ ,_.__ __,, VARIANCES _.._ .,.. ,__,_..._ , T w__,... _._ ... T_ ._.__.._ ,....m _.___,_w,.__ _ --_.. µ.._,_7 l..__._-..___.___.___-_............._..._,_.___,_.._., ___,__,_,_._____._._.--,_,..._„__._.,_.._. ___._,-._.__,.,_,._. ..__._.___ _- ._.,..____-__,..__ _._.._...__, . ._ _,._--, 'USE 1 18'L x 50'W LEACHING FIELD � l .,_. _.., �. .._ ,Y____-� -.__. .-. _ ,. w . - _ _ �__..__ _._.,. -,,,_ -__,. . _r._ ,,�,._._ .,._, _-_-, ..,,r-r__. ._.-- _... TOWN OF(BARNSTABLE BOH LOCAL CODE WAIVERS -;o •___,________._..-_,. ..----__ _,..,__.,_ ___.»_,____._._-._.____-- a ,___-__._..,� ___..� ,_a, .___, ___ _._ -_- - ------ ------- ^ 11 1 ZONING & RESOURCE PROTECTION NOTES WELL LOCATIONS A SHOWN ¢ E CATION 8 1 R GU REQUIRED11.1 PROPOSEDm ,,.., _., �i. ,_ ;r' //��A AA q� 1p 7/�(''+ i A9 °.- "'"` .-----.,m.-, A -_. --_._-_. j € s r� `� n 'F;e .< Y"r OJO\� SITE AND J fYC VE PLAN",-_ L , - ., z ac m k 1 Xa s v: p (Section 397-8 E (1)(f}setback from water supply well to 150 feet 137.8 feet x v x �^ , m ___,__._._,__.,_._-__._-,.,__-__.___-, _5 -- __ __ �.____ _ .,_...._ _.__.,_ __.,.- _, .._ .._... __...,.. _.__ ,...,_ ._; ...,. .._ __. ,. 1. ASSESSORS MAP 6 � ` ' s �3� �3. #. 134 PARCEL. 018 001 �" OCT. 1 �J2, PREPARED BY WF,• � (leaching facility. A variance of 12..2 feet is being requested. �� ��x � ;; , ����� �, ;•a� ,'*�� •�,. � sue,��h � �„, .. OWNER OF R C m -, M rwn w ._To-_a __.,._, _ __._..,,, ..,_,_v,._.r,.. _ _._, _._,... ... __,__ . . __. -..._.. . . - Y E ORD GOLDSTEIN JEROME & MARLENE K k f-< `� d '. Y 5� .'"g'r 'a,5£ '�,s" "'.% -t. rr °a'`'" 4�a€"h'.m% s" " *"'F r .as,.b a$2 n i ! r DCtN CAPENGiNEt_I INC. I i x,« CC'',,,, - ADDRESS; 82 CK "�1i u. `� __ _ .__ .._ _ _ . . _._.. .� , � �� a,� �_ .. � . � �, . 2 BU MINSTER OAD BR - -- ____,., .___,_____Mms _ ._ _�_._.._ ___ - _ _._...__._. __.._____�.,_. _ .,..... __�_. ___ _._. - � , R OOKLIN MA 02445 WF1 �\ p i x { Y 4 �{7 y ''hwxu a t L tr- $,� S 4 �+ 1 • WF�� `..h..:.�...:�....,�,1 III, I 1I s "'"""�"°% '� '' ., s k xm A,,,. S' "i.v � �' k„"ac•,ae x* Lti ►�[, �.. 1 . � :s THE LOCUS 0 - -,, 2. IS L CATED IN FLOOD ZONE A3 AR 0 100 Y R F I ..__,_,, _ -_._,_.____._,__ .___,..__.__ , ,,_. _-__,._ _.-,-.__,, - _- ______.,_ _.___,_- _m_-__...,.._-_, _ ,.., -... ,_, ,,,,,,,,, ,,,, __.._.,,.,__.._-,.., EA F EA LOOD -- I 1 _:.,f ,."" �- 't ,,fir'- •r.. d 8'tk ., ®' 'a ,. s Srr az�.°`" �i d=` `�`:'}^+� ,y,,;` *' "�e ( i. �!y� - - -- - 3'' \ 1 \ti . LOCAL UPGRADE PROVISIONS � , : EL. 11 AS SHOWN ON F.I.R.M. MAP 2500010011D � I_ K v 1 _ . ._, ) -k R' rt U�� r r I I ;REGULATION REQUIRED PROPOSEDr „ '.: �� : � - h: 3. THERE ARE rNQ S(Jft FAGS WATER SUPPLY OR GRAVEL PACKED WELLS r s EXISTING DWELLING 3 ;. WITHIN 40O 0'T UBU R�� LA PUBLIC WEL WITHIN 250 . p ,� . '� LS , n�yL .�� y4 3 _.. ,, ._,...... ..... ,.... __m ,_.,.. __ w.. _,..,.__, ..,..._,_,,. ._ w___., _.__... ..,_. 1 - # FF. EL.=17.54 i i I `s' `� :NONE ' Y . �; 4 i . A 13, q _ _ _ a _ , I i - j �1 - _ ,. 3 n �- F .� .�e "' ..^- ""`"'• ,w _* s' ";. "A`u>i w �, �. , .,r, n „ 4. SITE IS NOT,11 A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A q �+ 1 TOF EL.-16.37 'R; i 2 IE + __, __.. _ _,. w a ,. ,.,.� , PROPOSED PERGOLA ABOVE . I ills 2), `�� i € TITLE 5 VARIANCES „ � flx"� � .- . � ZONE 1! RECHARGE AREA. w �. ' WITH DRIVEWAY/DROP-OFFR iIt I ! \ � 4;;k _ °°3', _ „ I ,r GENERAL NOTES Q," ►� ._ NO ES LOW + ,o �� .. + / REGULATION REQUIRED PROPOSED I ,:. � �. :� ...r :;. . a .,. ::_ . . . 1. UNLESS OTHERWISE NOT AL_ x- D L SYST_ ._ _ . . _..,,_ .. ._., __....... _. .,m EM COMPON COMPONENTS AND te/ T^r p � , ,._.: ,_. _... . .............., .._m......_..., _.:,,,_ ...., ...._m...„,....,, >..,.._....,. _.......__ ..., _.. .w..,. �.�,'�.� �,Fs -uzi..f '' °�'�•`�' ��. ' •::.7�' � :+n >r , E ,. �I j _ � - . _ x , ,. ., . ,a. e , , CONSTRUCTION METHODS SHALL E IN AC h \ , r _a .. B ACCORDANCE WITH TITLE 5 OF» .._. ,. ., .-,,.,,-. .,_...,.,-.,.,..-..,.,_.,.,..,.:.•........._,_ _„,,.,,....................»..n„,...-,...11--.,. 1� ... H '.�,.. �3. , ,.... .'?k r .A .. 4.�y�� , -/\"'�� .,.....,.....,,.<..,..,.»»„-,,,.,.. .,....,»..,�.....,....,»:,,. ...,,......m..,.....-.....,........:....................._.�,..........,-„_...,...d,-,,.-.....,.,.-» 1 ,..3 G ,ye,. a �4',..0 .. ... F'. d ..-,_ o- � - T,,4r•" ,. s, � ,...,.., '°�''8':4.:- i_,n d / 1 i � 4 - ..x.... � .,.,.m.. „n .� � .... � ..4-.e.T m4'Y ,,. .:., , .>.. >A"..�.. '.,, �, �„: ,.» ..", ,'.:. .'�: n,.. ...... � �, .n ,N „ 1 i 11 M+nt m k n I ;1- fee 5 feet pp , 310 CMR 15 2 mu Setbac dista ce to ro ert ine t �,, � ; .:...� �;�+.: �,�,, _,., .�^ ��. .. #, � � THE STA E ENV! 0 � � ;.: - � ''� �� I P P Y , �. �....,, �� . x. _r �, . �: _ z . .,, ,� ~ ..� , .r � _.,<,, � �,.,� ,,, � ENVIRONMENTAL CODE AND THE `RULES AND REGULATIONS OF 0) 1 /� ^ EX Nc _ _ _. _ =A vananmce of 5 feet is bein re iuested. � . .� . . • THE BARNSTABLE BOARD OF HEALTH n_ „ 0 CH _ _ .._..__w _ :_n_"._ w . 150.0 + 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF TO WELL a . � _ ITS ,, i ,�} LOCUS P LAN HEALTH AND THE DESIGN ENGINEER.0/ :. a. . C3y ! ' ~ ' \,WFV / SCALE: 1"=2000' 3. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER(O /' , �' r,i ! `:� :` '" I EXISTING ,% ON-SITE OR ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT cD f ~ �. . '\',. BECK , ❑ r "XINC 1 ,50C GAL( ON r' / ; . / OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF SEPTIC TANK' ~ � ".'. . i THE LEACHING SYSTEM. t d 3 , " / J +::� �,(� ❑ / 4, -_, �o a 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR 0- a. o� ,' ,f . :,. . �' WF USE WITH A GARBAGE GRINDER. 11 00 > 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON rA c l �~ ~ J' � f G;' s� PROPOSED ADDITION `~~ �� \ FIELD SURVEY AND PLAN BY HORSLEY WITTEN GROUP PERFORMED o N , _ , F.F. EL. 16.5 ~ ` ' ..... . ;' . - ;, + 136.2 � ~. 1 ` _ , 1*** SEPTEMBER 14, 2006. C7 / ��- -+�.. ''''' /� ~ }`~` � �`' ,%� ` 6. CALL "DIGSAFE" AT LEAST 72 'HOURS PRIOR TO. COMMENCING = �` �• i PROPOSED 2,000 GALLON TWO ~ ~ 0 �r + % i ~ 7v CONSTRUCTION AT 1-888-DIG--SAFE AND ANY OTHER APPLICABLE � x i I - '• :. I ..::. COMPARTMENT SEPTIC TANK ', / f `\, Ch \ / ? ,F�': � AGENCIES❑ �\ NECESSARYTO FIELD VERIFY LOCATION OF EXISTING UTILITIES. , , N ti 1 --pp _ -- E 1 TON C • ,w cv ~ 20.8' / `, ' \ \ ~, y 7. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES v 0 4 _I 1 \~ ~`~ \ , / / %�, �\ \ `� `~~ FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE m E = 150.0'` --��.� \~.,~ ~` -- \� /� .-- `~ ~`~ WF13 .\ DESIGN ENGINEER• o d ti " � I - _-_ TO WELL -• ____ _„ �. �~~ ` ,,,~w CB/DH __�. �. PROPOSED 1,500 ,,. ,-- ` � , , p - `"'� Wf14 23Q0' z.� 8. REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC '� GALLON PUMP ~~w ` CHAMBER _ ___ - --�`_ 101.8' f ~� ``� "-\ N __ -----___ SYSTEM COMPONENTS. TP-2- ---------- --- - -- - 4 ` _____ + ``� JEROME & MARLENE GOLDSTEIN ' O - p - - ti ��---_- -_ ?�_� _ ®� \ 199 MEADOW LANE 9. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 �• _ 5_.. c 0') ':' '::.`. �� - r `, "0 W. BARNSTABLE, MA 02668 YEARS. i .- c 8. ::; `+ ;I. % �, ___ _ `_ `, MAP 134 PARCEL 018-001 • WF18 ' `Z'L--,7 :.::::::::::::'::::: ♦ ____ _______ _ 510' TO 1NETtJ4ND SITE AREA: 1.38 ACRES r2 '� :' ::::::::.. - _ ~ �yF'15 10. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS c �, : ..... �+ PROPOSED LATERAL �_ (,,') 1 i '` �"" 14s tv OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A _ - r `' ':::: :;;::`:._:.:.::.. CLEANOUT TYP.).a _ :�:. ., " ''""' :'.:......• '`'**... :.:.. / ', COMPACTED FIRM BASE. .. , �` ` :. ' ....... '""' ~ ` `~ ` 11. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL O i S 0' '� '�'�"r� ~ V) ~~ WF17 POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. TP- 119 3 a v �� o v WFa 6 12. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND 0 ❑ 50.0' 2.7' >�. SHED � � �� '"~,1_1 ~,, � �' '`� . 1\ o ' `' "� t c, FINES. A11 /- t � Qom, N\ ` ^�-, o TO EL 14.8 `v _ 13. THIS PLAN 1S INTENDED TO ADEQUATELY PROVIDE THE INFORMATION `� ' ' TP '' �' . � NECESSARY TO LAYOUT AND CONSTR CT �^ `'' M U THE PROPOSED SEWAGE � M , '� PROPOSED 50 X18 r` Sg w- +� ,� �' - ' _ ® IIPc TOP CB%DH FND / DISPOSAL SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR - � Q - M o M LEACHING FIELD 9 .'..:,.:,.:;:::: ;;```- ,a, f ,_r �s _ ANY OTHER PURPOSES. 10 o _....__.. _,,._ ..___._...___.-_- _..,_ _____._.,__rv._.l 5. ?03 ,; ::,'.:..� •p E` - _ EL.=13.36 � �, °° o O WASTEWATER SYSTEM SCHEDULE OF I .° 4 �, g 3 E ``=°tomes w '� 'Y G1 14. THE CONTRACTOR SHALL LOCATE AND REMOVE OR ABANDON ALL EXISITNG 0 a ate', O ELEVATIONS `�-„.�.. _ S x o .• - ' - ` ` 100' "� �`� o / EPTIC COMPONENTS PRIOR TO CONSTRUCTION. COMPONENTS SHALL BE _ _ ..__,_. .,_.,-_._. ., _,--,. __,_ � -,...�- o ..a . M 3-.___ INV EL _. . ,__..__ ____ ,_w..___ PROPOSED � l` -, :::':., p ~ `�� --- REMOVED OR ABANDONED IN ACCORDANCE WITH TITLE 5, 310 CMR awr.� O EXISTING TOF EL i 16.37' y ♦ "y `-® N 15.354(3). Registration: __. .__.__„__.___, ,...,.__, --__._m_,_ ._-.__-.____ __ �_--..__,_._ �__? MODULAR BLOCK : =~ �•- �,,� • • PROPOSED TOF EL ' 16 50°, . ._., ____ RETAINING WALL I ~ ~~ ` °F H N ;. BUILDING SEWER(EX DWELLING)! 14.77 i \ `�. :: ( -� I �. , ,,, -. vv. ..-_.__S �� /° a O ���w 15. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE AND INSTALL TIE BACKS o'�' yG •C BUILD/NG SEWER(PR ADDI-f 14 40 \ ti `a �.- 1, c��� ,�h� OR SUPPORTS TO ENSURE THE INTEGRITY OF THE EXISTING UTILITY POLE �T L � I a. ;. ,. _,_..,_, -_. ��SEP�TIC TANK -�� _ `` ~ �` �� ADJACENT TO THE LEACHING FIELD. INLET 13 39 dm SEPTIC TANK OUTLET 13 14 I ``- �\ `\ NSPECTION NOTES _ ..._ ` OR Er O ~_ _ _ --- - --- --- --- 12-- --- -- --- ` `\ � 1. FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS IS TO BE O PUMP CHAMBER INLET= 13 13 e N. \ ,\ r, CONDUCTED BY THE DESIGN ENGINEER AND THE BOARD OF HEALTH OR -_. i T PUMP CHAMBER OUTLET, 1_ _8 ` '` \�.- / THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. ��-0-7 I �o �y , GRAPHIC SCALE Project Number: - _ • • BED INVERT IN, 13 90 O�w' =?,., ; 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO _,_-._ � 1 �� DATE AS-BUILT MARK UP DRAWINGS AND NOTES (PREFERABLY IN A 6'OB9 BREAKOUT 14 00' J�QQ` \ 20 0 10', 20 a0 ♦, a0" :*= LATERAL DISTAL INVERT 13 78 ��� / ��/ SURVEY FIELD NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL N� ,_A, _M._ _ -1 - LOCATION OF ALL SYSTEM COMPONENTS INSTALLED. THESE MARK UP Sheet Number: w p BOTTOM OF SYSTEM 13 40! p - ��,.� ,.._ _».�._. �_,_._., . .,,-__.,, ESHGW, 8 40 (-IN FEET ) \ , . DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE -'-' SEPARATION TO GROUNDWATER 5 00I � �`11 /;' PREPARATION OF AS-BUILT PLANS. 1 Of ,� N ,_.__ ,._._.__ .-._.._,, ._..- - _..._..._,_ ,,.,,._ .._._ .,.,._----__..�..,,. __._• i inch = 20 ft. � ` �+1� I \ ___ I I 11 I *..- / I i . � _ __T.. ,_______,�___ __ _ _.___.. ,..., _._ - - ___..__ -_ - ��-_- _-_ ____ _ ---- - ' � ( - N ER N , INSPECTOR: J. HE D SO SOIL EVALUATOR: D. DESMARAIS DATE: 4/5/2007 PERC#: 11685 1 1/4-INCH PVC THREADED CAP C O O PRESSURE DISTRIBUTION CALCULATIONS TOP OF WALL PROVIDE CURB BOX MOUNTED 4" TITLE 5 DESIGN FLOW 660 GPD TP-1 TP-2 ELEVATION 14.8 LOAM & SEED FLUSH WITH GROUND o CAP UNIT ADHERES TO TOP _ _ _ _ _ _ a a PERFORATIONS 0.0 15.0 0.0 15.0 UNIT W/VERSA-LOK CONCRETE - - - - - - - � m m A A ADHESIVE C .� m m PERFORATION DIAMETER, Dp= 0.125 IN, F-M SAND F-M SAND N o 0 DISTAL IN-LINE PRESSURE, Hd= 5 FT. (2.5 FT. MIN.) 10 YR 313 0.8 10 YR 3/3 14.3 VERSA-LOK STANDARD PROVIDE ADAPTER TO N NUMBER OF PERFORATIONS/LATERAL, N= 21.00 0.8 14.3 PERFORATION SPACING, S = 2.3 FT. g g MODULAR CONCRETE g��,,." �.-.LEACH FIELD JOIN SEWER OR LATERAL a N M a UNITS BREAKOUT TO 1 1/4-INCH ELBOW F-M SAND F-M SAND •2.7' MIN. . . EL 14.0 LOAM & SEED LATERALS 10 YR 6/8 2.3 10 YR 618 12.8 ELEVATION 13.5 t m_J 2.3 12.8 �� LATERAL SPACING, LS = 3.5 FT. C � Y i LATERAL DIAMETER, Ld= 1 1!2 /N. \\/\ •• .. ". � LENGTH OF LATERALS, L = 46 FT. HAZEN-WILLIAMS COEFFICIENT, Ch = 140 TYPICAL CLEAN-OUT D ETAI L NUMBER OF LATERALS, Ln = 5 F-M SAND NOT TO SCALE a s I�' . Co 0 uJ .. _ . ` ..30". .•IL.:PV LINER FROM M w 10 YR 7/3 CONCRETE LEVELIN .� •. _ Q • 3 3 FORCE MAIN AND MANIFOLD ESHGW EL. 8.4 F-M SAND ESHGW EL. 8.4 PAD MIN. 6" THICK EL. 14.0 TO BOTTOM OF i - 4.5 DEPTH OF y o PERC 10 YR 713 WALL FORCE MAIN DIAMETER, Dfm = 2 IN. _ <2 M/N.11NCH <OVERSA=LOK �1) 0 o _ LENGTH OF FORCE MAIN, Lfm = 14.4 FT. STANDING WATER STANDING WATER PERC RATE ♦.+ c 4 2 m-1 MANIFOLD DIAMETER, DM - 2 /N. EL. 7.0 EL. 7.0 Retaining Wall Systems m MANIFOLD LENGTH, Lm = 14 FT. 10.0 5.0 10.0 5.0 .`°o ►M SOl%d Solutions:" � ue ' STANDING WATER 8.0 BELOW GRADE G� p y o .�c �- o DISCHARGE RATES STANDING WATER 8.0'BELOIW GRADE - m a� Q = M R m Lj , N p v PERFORATION DISCHARGE RATE, q= 11.79 x(Dp)2 x(Hd)112= 0.42 GPM MODULAR BLOCK WALL SECTION z o 3 M N LATERAL DISCHARGE RATE, Ql, q x N= 8.82 GPM TP-3 TPA NOT TO SCALE Q y c ao oi; m 3 S YS TEM DISCHA RGE RATE, Q, QI x Ln= 45 GPM VERSA-LOK OR APPROVED EQUAL END OF TUBING 0.0 12.0 0.0 12.5 OPEN DOSING CALCULATIONS A ZIP TIE A CLEAR FLEXIBLE TUBING F-M SAND F-M SA11ND PIPING SYSTEM VOLUME, VS = 26 GAL. 0 7 10 YR 3/3 14.3 EXTEND 4' ABOVE TOP-\ DOSE VOLUME, (5.0 x Vs) = 134 GAL. g 0.7 10 YR 3,e3 14.3 OF DISTRIBUTION LATERAL g USE: 134 GALLON DOSE VOLUME F-M SAND F-M SAIVID PROVIDE SUPPORT 10YR6/8 HEAD LOSSES 2.6 12.4 10 YR 618 4 MIN. STAKE 2.6 12.4 PROVIDE TEMPORARY C C FRICTION LOSS/N FORCE MAIN, fl= 0.6 FT. ADAPTER TO ATTACH FRICTION LOSS IN MANIFOLD, fl= 0.6 Fr. FLEXIBLE TUBING. AT END OF TEST •, A VALVES fl= 3.1 FT. FRICTION LOSS/N FITTINGS AND REPLACE WITH WATER �t w -M SAND NETWORK LOSSES, nl= 6.6 FT. F TIGHT CAP. STATIC HEAD= 10.0 FT. 10 YR 616 q 4.5'DEPTH OF DISTRIBUTION q HEAD= 20.9 FT. F-M SAIWD LATERAL C`'� TOTAL H � .4 � ESHGW EL. 8.4 �' PERC ESHGW EL. 8 0 w <2 M/NJINCH 10 YR 6�/6 PUMP PARAMETERS "1 PER RATE X STANDING WATER 1 STANDING WATER w w FLOW Q= 50 GPM EL. 7.0 EL. 7.0 FT. O TOTAL DYNAMIC HEAD 21.0 10.0 5 , 5.0 10. �47 Ilk 0 STANDING WATER 5.0 BELOW GRADE STANDING WATER 5.5'BELOW GRADE NOTE: ALL CONNECTIONS TO BE WATER-TIGHT NOTE:CONFIRM VOLTAGE PRIOR TO ORDERING PUMP PRESSURE DISTRIBUTION CLEAR WATER TEST SETUP DETAIL NOT TO SCALE co C a a. MIRAFI 140N FILTER FABRIC PROPOSED CURB BOX TO GRADE TO HOUSE LATERAL CLEAN-OUT TYP. . b OR APPROVED EQUAL ( ) o 1.50" SCHD. 40 PVC LATERAL TO BE SLOPED AT 0.5% TO DRAIN TO FIELD PROVIDE PERFORATION SHIIELD 1/8" PERFORATIONS, ALTERNATING BETWEEN 5 AND 7 O'CLOCK POSITIONS (TYP.) (TYP.) USE ORENCO TYPE 0 -o EQUIVALENT o .......... .. � Q x � N }„ o Q LOAM & SEED EL. 15.0-14.8 0 1 II Illllllillltilllillliilillllllill'IilLL IIIIIIIIIIilllllllllllllllllllllllllllllllllllllllllllllllll ..... lllllllllllllllllllllllillllilll _ .. a� K•- BAC -FELL77 . - . , r l , -, _ T 4 \t - t ,... -,_. a ./ . ,._ .. _. n... s ,r ... �.,. n i 3 _ _. n ±z y . 1; 1/2 DOUR SHEp �TONI= 51 I j .- r .._ ...., _.. -,. .4 .. . .. - . . , EL. 13.4 II (=1 � (=) I1=III-III=1I1=III-II (�,� I (�=1 ( I,�I�(�,��I-I ( (-III-L•�.1=) 'NATURAL MATERIAL (NO COMPACTION) �(�I,�. TEE 2" SCHD. 40 PVC MANIFOLD 4' SLOPE MANIFOLD BACK TO PUMP CHAMBER AT 0.5% 50' I TYPICAL LEACHING BED SECTION ESTIMATED SEASONAL HIGH GROUNDWATER EL. 8.40 V1 o QQ U Q N T3 Z xn LOAM & SEED ca o M M l/� BACKFILL, g o 0 - III-I TYP. j P - r3 5 <TYP.. .._ , I I I I I tI-III - ti „'' ,. Re is ati - 3/4 1-1/2 DOUBLE WASHED STONE - . : III-I _ - ---- 3 In is MATERIAL NO COMPACTION ` � I III-� I I-I -III-NATURAL M, ..--(, . .-. . ._ ) i ara 18 i+ TYPICAL LEACHING BED NETWORK SECT ION K Project Number. i LEACHING BED DETAIL 6089 NOT TO SCALE Sheet Number: i ,2 Of ,2 I' i i r STAMP: BEDROOM #3 DEN � \ I 04 CO W co co op N \ I I co co\ I ob \\ \\ I I W I Ip \ \ I LAUNDRY NEW PERGOLA \ \ ABOVE w/ D DRIVEWAY/DROP--OFF W \ BELOW \\ I � \ \ I I ' = U \ \ z \ \ \ \\ I UP - J w a N \\ \\ I _ pU td § nL -T - ma � c ` I --- --- - --n----TT_----m----n----TT-�---n----n----TT --- rT----n---- _ CXL I I I i 1 I I i II I I I I I I I I I I I I I I I I I I STUDY OB II Ii II � II 11 II II II \ II II II II II II OI� II I1 II \II 11 I1 II I1 II II If II' II II � I I I I I I 4 I I I I I I I 11 ` I I 11 11 1 I 11 1 I ENTRY N - II I1 I I 11 \II II II II II II 1 19�-6' 1I it I`I II it II II II II I1 1i I1 I! II II II IY II 1I II II II II I1 II I1 \ fl , I II II 1 � II I1 I1 II II II 1i I1 II II II II II Ii I1 II II , I II • II II II II \ II I1 II II II I1 II II II II II II II II II I1 II Ii I11 Ii II II II II II II tl II \ II II II TI 1I II II II II II --�--- - - --- --- ----�---- u ---� ---u---- - --- ----u---- 11 ---Tr--- 1 I ---Tt--- �--- 1 1 ---z-r----Tr---�-r--1---rr----rr--- I I ----rr--- 1 1 _ u u \u u u u u \ u u u u u FREE I i I 1 i 1 Lu STANDING BULKHEAD BENCH �= I =_— —__= I 1 1 U z z W W z Q 1 i O I I I ' I O M cL. ' - I I --- ---- I I 1 Q W .W_I BEDROOM �-� c--- ----� m " I i ; DN. 2 R 11 1 1 " I SCREEN Q Q — 22 DEEP Ib -DEEP I I 7 BUILT—IN BUILT-IN ------- 3 I I C O Z O " CAB. i �-------- I o I I PORN ._ cn 52 H. _I — — 17- — I Q I— LLI z DRESSER N 42" II II "iv i I LL.I � �________� k ► cn cn w Q S Q BR. I i i I I O O CL. c � __-__-_--__- W 6'-00I C.O. 5'-6' .�7F TUB I Q I I I 17'—0" EI I • 1171 I N M BATH Q1 FAMII LY RI"I. i I r TITLE: I I Q Q - - / I o I 0 o I cL. e I 1 -' �\ PROPOSED FLOOR PLAN 17'-2" \ I I I"I. BEDROOM i z- ----- - -- i I I D DATE ISSUED: �� 06/05/07 u REVISIONS: Lo LOW II II II I I I II II II I - I II Ii II I I i II II II If I I u u u I NIGH AWNING WDWS PERGOLA I I DRAWN BY: ABOVE BD f� I I • 1- 11 ! 17'-011 PROJECT #:- I7'-b" I I _ ( � 2 6 I I _ PROJECT NO. 37'-0" I j DRAWING NO.: tvnp AREA CALULATIONS 1 I 15T FLOOT LIVING AREA = 11573 5.F. Al I OFLOOR PLAN i SCALE=I/4"=I'-0" k -r L NON-CORROSIVE CLAMP EVERY 2 FT. BLOWER (SEE AIR SUPPLY OPTIONS DETAIL SHEET 2) (SEE DETAIL SHEET 2) 4" SCH. 40 PVC FROM 3 0 0 TOP OF TANK FLUSH WITH 1,500 GALLON SEPTIC TANK E a BOTTOM OF CONCRETE LID � 3' VENT PROVIDE WATER TIGHT FRAME AND 2. WITHIN 1 1/2" COVER TO GRADE (TYP.) o 107, N w 0 FRAME AND RISER ASKET PROVIDE 24" DIA. WATER TIGHT 4" SCH 40 PVC TO---, WATERPROOF CABLE INLET w TO GRADE (TYP.) NO CABLE SPLICES INSIDE 3 3 3 n i N N N U FINISHED GRADE EL. 15.5 FRAME AND COVER TO (TYP.) PUMP CHAMBER n � o PUMP CHAMBER FINISHED GRADE EL. 15.5 FINISHED GRADE EL 15.0 LL U. ° C co FLEXIBLE COUPLING SCH 40 PVC � : (TYP.) FORCEMAIN TO O $ N $ N LEACHING FIELD •N M N N 0 'j r` ti 3 rn . a , �-4 SCH. 40 PVC INLET �- 660 GALLONS STORAGE fir a) aaaaaa� ,• :, ' 14" MIN. ABOVE ALARM ON ELEV e. ..• -. EEL SLIDE r. .. , .. •. ,. COUPLING STAINLESS STEEL... a. .. - ..•.b FLEXIIBLE '• N• a< • � 4" SCH . 4(0 PVC FROM � :. 3 I 1,000 GALLON SEPTIC TANK j (TYP.) M N EL. 9.61 HIGH ALARM RAIL SYSTELL M 4.0 LIQUID DEPTHLIFTING Y Y -STAINLESS STEEL NG CD 16,25" 10" MIN. CABLE U ' All °: 100% OF DESIGN FLOW FAST SPLASH MIN. 660 GAL EL. 9.28 LEAD PUMP ON 1/4" WEEP HOLE IN 10" MIN. - UNIT 26" PLATE :? DISCHARGE PIPE Q y ROVIDE 2 COATS OF AIRLINE `' BOTTOM OF TANK EL. 8.93 =. ASPHALT SEALER ON EL 9.10 PUMP OFF CHECK VALVE c m w 48.75 ESHGW EL 8 4 TANKS BOTTOM O m: ,. <�a - OUTSIDE OF S ® .� �, 0 OF TANK EL. 8 60;.e, ,. . , ,.as•, . + - » 6 CRUSHED STONE :BA�5E�� , ESHGW EL. 8.4 6„ CRE USHED STONE BASE- YDRAULICALLY SEAL S42.5" s� 26.5"f.5" 4" SCH. 40 PVC DISCHARGE FLANGE � � E SETTLING TREATMENT A SETTLING ZONE REATMEN OUTLET SUBMERSIBLE �'' I; v M m w ZONE ZONE 500 GAL. '_ ZONE 33"f 5" :�- 1000 GALPUMP N : k 0 0 o 5 2610sa:a PROPOSED 1 .000 GALLON H-20 MONOLITHIC SEPTIC TANK �,mQ o g: BOTTOM OF TANK: E s.os PROPOSED 1 ,500 GALLON MONOLITHIC PUMP CHAMBER NOT TO SCALE «I w Ot NOT TO SCALE ACME PRECASTOR APPROVED EQUAL E i • r C '3 M M co . , 10 MIN. U 0H � � ZZ ai2 PLAN VIEW ACM PRECAST OR APPROVED EQUAL = m ELEVATION o PROPOSED 1500 GALLON MONOLITHIC H--20 SEPTIC NOTE: TANK WITH HIGH STRENGTH FAST 1 .0 UNIT SEE "WASTEWATER SYSTEM SCHEDULE OF , NOT TO SCALE ELEVATIONS" FOR TANK INLET AND ACME PRECAST OR APPRRVED EQUAL OUTLET INVERTS;. ' ZONING & RESOURCE PROTECTION NOTES WELL LOCATIONS AS SHOWN � _' ut � '` 8.1' ; 1. ASSESSORS MAP#: 134 PARCEL: 018-001 ON SITE AND SEWAGE PL A ,--- ----- 1 1 OWNER OF RECORD: GOLDSTEIN JEROME & MARLENE K �+ OCT. 9, 1992, PREPARED BY WF4 6 VARIANCES ADDRESS; 282 BUCKMINSTER ROAD, BROOKLINE, MA 02445 DOWN CAPE ENGlN._IaING, INC. - - �/�1 .- 4i4,:; u ,.,'1c'a'` ,�. , ?�a�e •m°t,+r.,s.z.' -.: wv „. wrs:�:_. _:. � � i�r a { _..-.-...,_ ,,..,..M._.C,. .. .,.,.... .,.,.._,.,. ...__.,_....._ .ran - s�" L. ..: _ .�.._. ...F., ,s < av, - .. -_- ,., _. T.. _sw:. - .�_ � _.- _ � 2. THE LOCUS IS LOCATED IN FLOOD ZONE A3 (AREA OF 100 YEAR FLOOD, • INF2 - { III{ i : TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS C`� W ✓'�� ..- EL. 11) AS SHOWN ON F.LR.M. MAP 25000 1 00 1 1 D � t� • °W PACKED EL v� •- : , M � ,n ��� ,� .x, ,.: � A SUPPLY Y OR RAVEL P C WELLS ;REGULATION REQUIRED PROPOSED . ... . _..__-.__ ., _ J. THERE ARE NO SURFACE WATER S P L G A ,� . �. _..w�.._� ,_._..�._-�_....�.�r y,._-...._ ,....�_ ,...___ ,. ,.,.,..._ -. ,.,.:. .s �.-. � � .� . , .: � � k , �. H 0 NO TUBULAR PUBLIC WELLS WITHIN 250 . "` , - • ,�. � � , : � .. WITHIN 40 �+ EXISTING DWELLING � r�� '3 F� 4 SITE NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A W S 4 .i '�wa. ix f 9' : .� S IS �. t 9x si7 x � xr a �. : ONE II RECHARGE AREA. , .. I� TOF, EL. 16.37 ABOVE ' I '2 7 b � GENERAL NOTES w1 ROP ED PERGOLA { t� ✓ 0 S _ ..._ _.,_,..,. .k._. ...._...,_ _._,._ ._._ _.., _,,.._ __ ___. _,.. .._.. ,., ....__ t % i , 1 �- 5, �.;:� . � `< :=,3 � mil " 1. UNLESS OTHERWISE{ NOTED ALL SYSTEM COMPONENTS AND WIT DRIVEWAY DROP-OFF _ LOCAL UPGRADE PROVISIONS ? .. _ �: A ��• ' 1,, 1 ! ..,,..,..>...w...». . .,..- _ 4�"' - ` ' ,.. � - 5 �' 'c .+ x5rarr,6011 . ." ;a , , a;, CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF BELOW I 1 ;! `, :i ,., . , A, .. w ,<v I _._. - '` =y' ,Nf , : THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF m'..N. REQUIRED PROPOSED } , .fi :. w • `' 'REGULAT O � „� . y ;� 9 M.. w _ .._ ..., h C I-•- 1 ( ._ ,x ,,, » ,, HE BARNSTABLE BOARD OF HEALTH. s _'• - { 3 �t,r fJ^ �.��"'*}^C�a�.t-;>'i�xc �.i, .�r� >..,.; ., �?. x.,, � ,+ss ..r � �EX:ISTING, � 1 z � ,� � � � r,� � �..,� � , ;� ".t �• NO E c Q _ .a . ."� _�._ - - r. PORCH TEPS - � :. ANY CHANGES TO THIS <PLAN MUST BE APPROVED BY THE BOARD OF W a s. „ u � P a,, - 'V S , �... ce �r �a a�f .�. .., � - � �..��. 150.0 .r � . :. � 4, :_� .. . b �, m . f .,: HEALTH AND THE DESIGN ENGINEER. -•.. s i D 1 1 ? TITLE 5 VARIANCES f � hw < , TO WELL a . . .. �.,. .._�._w. v_�� � � ,. .. .; : = s, F • : ,x j,. 3. CHANGES TO EFFLUENT FLOW GRADING OR LANDSCAPING EITHER > EANOOT TO ::.:: °., , . (REGULATION � REQUIRED PROPOSED s , , �.,,��,�,F ��.-�� �.� a.�,, ., �; �� :? , ,;�..� � » : �, �.M `�' ON-SITE OR ADJACENT TO THE SITE OR FAILING TO PROPERLY INSPECT 0) z. . . ao � r GRADE (TYP.) � , •;,, . .. .. i ,•' EXISTING _._. . __ _.,., .,__._�.__, �...__,�-___�.�..,..,.__..-._,.._.,_._..,,F...,_w_�...._ _,,,�.�.,._,•,...._ .,_ �_-,.�.__..,. ... . .� -- -- , p r% ,f , u ,-..,._..w. ._... _,._._. _...,, OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF __ -_.,___.. _.___. .w _ w. _ _w __ __. ,a._.,__.._ _w .__w n w _ m_ BECK ,f 310 CMR 15.211 Minimum Setback distance to r rt line 10 feet 5 feet THE LEACHING SYSTEM. �� p y . _. ., .m, LOCUS P LAN ❑ � E:{IS°IffiJG 1 ,500 GALLON i � •.., ., r` � aA „_ ._._.... _ ._._._._ ._ - \ , variance of 5 feet is being requested.i ,�- , a SEPTIC TANK; . ,, p :. ;310 CMR 15.211 Minimum Setback distance to cellar wall 20 feet 14.7 feet SCALE. 1 -2000 4. THIS ON WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR � • USE WITH A GARBAGE GRINDER. ,A vanance of 5 3 feet is being requested - _vari_..__. _m.M __.. ...,�_._- .. ... a _ ., ti. - . .... r __.... �, / \ 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON •� WF1 FIELD SURVEY AND PLAN BY HORSLEY WITTEN GROUP PERFORMED PROPOSED ADDITI�JN SEPTEMBER 14, 2006. f , , 119.5 F.F. 'EL. 16.5;l,. _ c / • c WF12 6. CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE ^ts AGENCIES NECESSARY TO FIELD VERIFY LOCATION OF EXISTING UTILITIES. "a? � o ❑ \ ` It , �` / ' -- c. 7. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES c \ 15 � ;-' 1� -�' FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE co PROPOSED 1,500 GALLON DESIGN ENGINEER. , � 150 0�', MONOLITHIC SEPTIC TANK WITH ` ' ''� � � 40 MIL POLY LINER a OO p TO WELL HIGH STRENGTH FAST 1.0 UNIT--------- ,' - ` WF13 o_ 1.., N ac-.FROM ELEVATION ` •� 8. REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC C a4 " .� CB/DH ``�� 5 _ X4.7' 14.07 TO 13.40 102.4' �`> WF14 ?3p 0,co SYSTEM COMPONENTS. - -'',� FAST BLOWER _ _ -14c� =� ,`� �\ M- % ~� �`, JEROME & MARLENE GOLDSTEIN 9. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 TP-2 -------------- ~-__ _ 199 MEADOW LANE YEARS. - -_. 4� ;� _ _ W. A A A 02 -B RNST BLE, M 668 �- TP-1 5Q;' ---, _ APPROXIMATE LOCATION'OF � � MAP 134 PARCEL 018-001 10. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS A�� �~ ---E�f}STING-LEACHING TRENCH S ' S18 OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A • w :• ^ _ 50 TO WETLAND WF15 SITE AREA: 1.38 ACRE COMPACTED FIRM BASE. N PROPOSED 1,000 GALLON 1 (SEE NOTE 14) _ ice .. ..... �V -o MONOLITHIC SEPTIC TANK 14.9 µ 11. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL {_ f 10.1' - " :::: b - . �� v� �., POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. PROPOSED 1,500 GALLON :: ;.: - w +I � ®4 WF17 - DIRT, DST AND 4 00 MONOLITHIC PUMP CHAMBER `� L ONE TO B OUTLE WASHED A FREE OF D U 0 P-3 -- FINES.T tom. Q C- 12 E D AND x WFl 6 ❑ FAST SYSTEM VENT HED _ o 4•p' " 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION g w NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE o Li PROPOSED PRESSURE DOSED � �. �- \ '�--t.,�� LEACHING F (SEE DETAIL SHEET 2) •0' Tp •9 DISPOSAL SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR a M ,, _ - � a ANY OTHER PURPOSES. m PROPOSED LATERAL (' �� + 1 � �L' I y ` "�_ TOP CB DH FND .� WASTEWATER SYSTEM SCHEDULE OF CLEANOUT TYP. 5• �� '` EL.=13.36 14. THE CONTRACTOR SHALL LOCATE AND REMOVE OR ABANDON ALL EXIS -ING o �;`D�o ►� ELEVATIONS I (TYP.) •fa• E` ..�' �; Y o- o 0 ` - G SEPTIC COMPONENTS PRIOR TO CONSTRUCTION COMPONENTS SHA BE INV EL \ A 5, 3 t� MODULAR BLOCK RETAINING - REMOVED OR ABANDONED IN ACCORDANCE WITH TITLE 10 CM N EXISTING TOF EL 16 37 f WALL (SEE DETAIL SHEET 2) 4(3)• 0) PROP TO EL.'] 16 50 `f 15 1 PR `� � ��` - ` � TO WETLAND �'`�� ._ / h I Registration.• , 35 BUILDING SEWER(EX DWELLING) _.. 14 77 E Y e. �� \ 75. IF NECESSARY THE CONTRACTOR SHALL PROVIDE AND INSTALL TIE BACKS EXISTING UTILITY POLE TO -� Mi�oF�,+s BUILDING SEWER(PR ADDITION)t 14 40 ( ) -�' p OR SUPPORTS TO ENSURE THE INTEGRITY OF THE EXISTING UTILITY POLE ,-..._._. .,...-._......u,. . .w..n_,. .n.._,7__...�.p_.__� �,�_�...- -mmM� REMAIN SEE NOTE 15 ', �� � � �-�� � p 1�' , a.., \ ®� �0 p ADJACENT TO THE LEACHING FIELD. � FAT PIU yG� 4' •L j FAST SEPTIC TANK 1,500 INLET z 13 87 " \ i'' '�� LEE w �- FA2824 ST SEPTIC TANK 1,500 OUTLET" 13 62 �`` ` O� 6. ACTOR SHALL SUBMIT A DEWATERING PROTOCOL} Cron r' IF NECESSARY, THE CONTR \ ' `,E PRIOR TO CONSTRUCTION. CONVENTIONAL TITLE 5 AREA S 4 ` 4e '�0 NSPECTION NOTES �o ti SEPTIC TANK f 000 INLET; 13 61 a FOOTPRINT TO BE PRESERVED. �` 8 -- pw_ k, 920, _ - - - --1 -- - --- -- . i SEPTIC TANK 1,000 OUTLET 13.36 NO PERMANENT STRUCTURES. 33ry� ` 1. FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS IS TO BE N (PER FAST GENERAL USE �\ - ` j` r'� CONDUCTED BY THE DESIGN ENGINEER AND THE BOARD OF HEALTH OR 9 z8 d _ � 3 R PUMP CHAMBER INLET 13.35 : y _- a w APPROVAL) GRAPHIC ►�CAI� r� THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. Project Number: -- -` 0 13 35 `� y PUMP CHAMBER-OUTLET 4 �0 so o \ �o, so +o 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO 6089 ;� BED INVERT IN 1 13.90 ���G ' '' DATE AS-BUILT MARK UP DRAWINGS AND NOTES (PREFERABLY IN A �.. 1 - -- -__. / i3 ±- BREAKOUT 94 07° Q- '" - 1 ,'( �/ SURVEY FIELD NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL Sheet Number: 4 9 BOTTOM OF SYSTEM' 13 40 ��4� \ �,I, � j�/ LOCATION OF ALL SYSTEM COMPONENTS INSTALLED. THESE MARK UP ESHGW 8 40„e �� 1,inch = 20 ft. ` `� l /i DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE 1 Of IN SEPARATION TO GROUNDWATER! _._ _ 5 00 a •p PREPARATION OF AS-BUILT PLANS. INSPECTOR: J. HENDERsoN FAST SPECIFICATIONS AND NOTES SOIL EVALUATOR: D. DESMARAIS DESIGN CRITERIA DATE: 4/5120071 1. GENERAL 5. REMOTE MOUNTED BLOWER 9. WARRANTY NUMBER OF BEDROOMS 6 PERC#: 11685 A. THE CONTRACTOR SHALL FURNISH AND INSTALL (1) THE BLOWER MAY BE MOUNTED REMOTE WITH NO MORE THAN 100 THE MANUFACTURER OF THE HIGHSTRENGTHFAST 1.0 TREATMENT FLOW PER ROOM 110 GPD HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM AS MANUFACTURED FT OF PIPING AND NO MORE THAN FOUR ELBOWS, FROM THE SYSTEM SHALL WARRANT FOR EIGHTEEN MONTHS FROM THE DATE DESIGN FLOW 660 GPD BY BIO-MICROBICS, INC. THE TREATMENT SYSTEM SHALL BE HIGHSTRENGTH FAST UNIT ON A CONTRACTOR SUPPLIED CONCRETE OF SHIPMENT OR ONE YEAR FROM THE DATE OF START-UP, m TP-1 COMPLETE WITH ALL NEEDED EQUIPMENT AS SHOWN ON THE BASE. THE BLOWER MUST NOT SET IN STANDING WATER AND ITS WHICHEVER OCCURS FIRST, THAT THE EQUIPMENT THEY PROVIDE N N N 440 RULE CALCULATION TP-2 DRAWINGS AND SPECIFIED HEREIN. ELEVATION MUST BE HIGHER THAN THE NORMAL FLOOD LEVEL. A WILL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP. C N N N C SITE AREA (BUILDING ACRE) 1.50 ACRES 0.0 15.0 TWO-PIECE, RECTANGULAR HOUSING SHALL BE PROVIDED WITH a a WASTEWATER LOADING 440 GPD/ACRE 0.0 1,5.0 B. THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST TAMPER-PROOF SCREWS. THE DISCHARGE AIR LINE FROM THE IN THE EVENT A MECHANICAL COMPONENT FAILS TO PERFORM AS " y N N " o 0 0 M o ALLOWABLE FLOW 661 GPD A A SYSTEM INSERT, LEG EXTENSIONS IF THAT OPTION IS CHOSEN, BLOWER TO THE HIGHSTRENGTHFAST SHALL BE PROVIDED AND SPECIFIED OR IS PROVEN DEFECTIVE IN SERVICE DURING THE ii J J a F-M SAND F-M SAND BLOWER ASSEMBLY, BLOWER CONTROLS AND ALARMS. THE INSTALLED BY THE CONTRACTOR. WARRANTY PERIOD, THE MANUFACTURER SHALL REPAIR OR Q a. LL 0- Q 10 YR 3/3 1,4 3 HIGHSTRENGTHFAST 1.0 UNIT SHALL BE SITUATED WITHIN A REPLACE SUCH DEFECTIVE PARTS. (COST OF LABOR ON SEPTIC TANK 0 8 10 YR 3/3 14.3 0 8 AS SHOWN ON THE 6. ELECTRICAL N m m SEPTIC TANK(200% DESIGN FLOW): 1,320 GAL. B 1,500 GALLON TWO COMPARTMENT TANK, REPAIR/REPLACEMENT IS NOT COVERED UNDER THIS WARRANTY.) SEPTIC TANK(100•� DESIGN FLOW): 660 GAL. B PLANS. TANK(S) MUST CONFORM TO LOCAL, STATE, AND ALL THE ELECTRICAL SOURCE SHOULD BE WITHIN 150 FEET OF THE THE REPLACEMENT OR REPAIR OF THOSE ITEMS NORMALLY .O „ o 0 o Y TOTAL TANK CAPACITY REQUIRED: 1,980 GAL. F-M SAND F-M SAND OTHER APPLICABLE CODES. THE CONTRACTOR SHALL PROVIDE BLOWER. CONSULT LOCAL CODE FOR LONGER WIRING DISTANCES. CONSUMED IN SERVICE SUCH AS AIR FILTER, ETC., SHALL BE U1 0 N N o USE 1,500 AND 1,000 GALLON SEPTIC TANKS COORDINATION BETWEEN THE FAST SYSTEM AND TANK ALL WIRING MUST CONNFORM TO CODE. THE INPUT POWER CONSIDERED AS PART OF ROUTINE MAINTENANCE AND UPKEEP. �> o 2 3 10 YR 6/8 12 8 10 YR 618 SUPPLIER WITH REGARD TO FABRICATION OF THE TANK, REQUIRED FOR THE BLOWER IS 1151230 VOLTS, SINGLE PHASE, N 2.3 1,2.8 INSTALLATION OF THE FAST UNIT AND DELIVERY TO THE JOB 60/50 HERTZ, 3.8/1.,9 FULL LOAD AMPS, MINIMUM WIRE SIZE IS VOLUME DOSE VOLUMEE 69 GAL. C 10. NOTES a a©a PUMP CHAMBER C SITE. 14 A.W.G. (LOCKED RIOTOR AMPS ARE18.6/9.3). ALL CONDUIT 1. ALL APPURTENANCES TO THE HIGH STRENGTH FAST 1.0 AND WIRING BETWEENI THE ELECTRICAL CONTROL PANEL THE EMERGENCY STORAGE PROVIDED 660 GAL. X 2. OPERATING CONDTIONS _ SYSTEM (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM m SUMP VOLUME 97 GAL. POWER SUPPLY, AND THE BLOWER SHALL BE FURNISHED AND TO TITLE 5 AND THE BARNSTABLE BOARD OF HEALTH °U_ F-M SAND C. THE HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. POWER SHALL BE SUPPLIED L STORAGE BETWEEN PUMP-ON&ALARM 1 69 REGULATIONS. GAL. 10 YR 7/3 CAPABLE OF TREATING THE WASTEWATER FROM ALL FACILITIES FROM THE EXISTING ELECTRICAL PANAL AT THE RESIDENCE. BACKDRA/N VOLUME 69 GAL. X ESHGW EL. 8.4 PRODUCING APPROPRIATE WASTE TO DEVELOP AND SUSTAIN A VOLUME REQUIRED 1,100 GAL. 4.5'DEPTH OF F-M SAND T VIABLE BIOMASS. WASTE CONTAINING INHIBITORY SUBSTANCES 7• ALARMS 2. BLOWER CONTROL SYSTEM BY BIO-MJCROBICS, INC. USE 1,500 GALLON PUMP CHAMBER PERC 10 YR 713 ESHGW EL. 8.4 IS NOT RECOMMENDED FOR TREATMENT IN THE FAST SYSTEM. THE ALARM SYSTEM SHALL CONSIST OF A VISUAL AND AUDIBLE y = <2 MINANCH STANDING WATER CONSULT FACTORY FOR PROPER SIZING AND USAGE. ALARM TO INDICATE LOSS OF POWER TO THE BLOWER AND/OR 3. SECURE ORIGINAL 7 X 7 FOOT TO LEG EXTENSION BY o m w LEACHING SYSTEM DESIGN CRITERIA PERC RATE EL. 7.0 HIGH WATER LEVEL. A MANUAL SILENCE SWITCH IS INCLUDED. PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG 4 3 STANDING WATER 3. MEDIA EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND co o EL. 7.0 D. THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC, 8. INSTALLATION AND OPERATION INSTRUCTIONS SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG a SOIL ABSORPTION SYSTEM 10.01115.0 10.0 5.0 POLYETHYLENE OR POLYPROPYLENE AND IT SHALL BE EXTENSIONS. _ STANDING WATER 8.0'BELOW GRADE SUPPORTED BY THE POLYETHYLENE INSERT. THE MEDIA SHALL � E c _ LEACHING SYSTEM USED: BED STANDING WATER 8.0 BELOW GRADE ALL WORK MUST BE I DONE IN ACCORDANCE WITH LOCAL CODES �+-i E 4 o, m W BE FIXED IN POSITION AND CONTAIN NO MOVING OR WEARING AND REGULATIONS. INSSTALLATION OF THE HIGHSTRENGTHFAST 1.0 4. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO = o c go m DESIGN PERCOLATION RATE: 2 MIN/IN. PARTS AND SHALL NOT CORRODE. THE MEDIA SHALL BE SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS '� > x o o o SOIL CLASS: I TPA TP-4 DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED SOLIDS PROVIDED BY THE MANUFACTURER. NO MORE THAN FOUR FEET OF OF THE LEG EXTENSION BASE. W Q c c LONG TERM ACCEPTANCE RATE(LTAR): 0.74 GPD/S.F. IMMEDIATELY DESCEND THROUGH THE MEDIA TO THE BOTTOM FILL MAY BE PLACED OVER THE FAST LID. OPERATION MANUALS d= = �c V_ o TOTAL AREA REQUIRED: 892 S.F. OF THE SEPTIC TANK. SHALL BE FURNISHED WHICH WILL INCLUDE A DESCRIPTION OF 5. TO ELONGATE FOOT PAST THE PROVIDED 12" CUT THE 3.9" o 2 v M � N j 0.0 ' 12.0 0.0 ' 12.5 AND SYSTEM MAINTENANCE LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. N o N TOTAL AREA REQUIRED(50% REDUCTION): 446 S.F. INSTALLATION, OPERATION, L- -S r z 2 M fO A A 4. BLOWER PROCEDURES. THERE SHALL BE A SEPARATE MANUAL FOR THE THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND 0 �' _ 8 C6 TOTAL AREA PROPOSED: F-M SAND F-M SAND E. THE HIGHSTRENGTHFAST 1.0 UNIT SHALL COME EQUIPPED WITH INSTALLER, SERVICE PROVIDER, AND OWNER, TAILORED TO EACH. SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF = y °�' y "� "0 AREA PROPOSED: 446 S.F. A REGENERATIVE TYPE BLOWER CAPABLE OF DELIVERING THE LEG EXTENSIONS. TOTAL ALLOWABLE FLOW.• 660 GPD 0•7 10 YR 3/3 11.3 0.7 10 YR 3/3 11.8 32-36 CFM. THE BLOWER ASSEMBLY SHALL INCLUDE AN B B INLET FILTER WITH METAL FILTER ELEMENT. 6. ATTACH PIPES WITH STAINLESS STEEL SCREWS. PRESSURE DOSE CALCULATIONS F-M SAND F-M SAND , 10 YR 6/8 10 YR 6/8 7. THE AIR SUPPLY LINE INTO THE FAST UNIT MUST BE SECURED 2.6 9.4 2.6 9.9 SO AS TO PREVENT DAMAGE FROM PIPE VIBRATION. TITLE 5 DESIGN FLOW 660 GPD C C 8. THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP, OR THE BAFFLE THAT SEPARATES THE TWO ZONES NEEDS TO PERFORATIONS ESHGW EL. 8.4 X EXTEND ALL THE WAY TO THE TOP OF THE CONCRETE TANK. PERFORATION DIAMETER, Dp= 118 IN. F-M SAND 1F THE PIPE CAP OPTION IS CHOSEN, THE BAFFLE MUST DISTAL IN-LINE PRESSURE, Hd= 5 FT. 10 YR 616 ESHIGW EL. 8.4 EXTEND PAST THE WATER LEVEL AT LEAST THREE INCHES AS 0 NUMBER OF PERFORATIONS, N= 27.00 4.5'DEPTH OF STANDING WATER I C~ w W T. F-M SAND SHOWN IN THE DRAWING. PERFORATION SPACING, S = 4.5 F �t PERC EL. 7.0 10 YR 616 STANDING WATER q LATERALS-UNEVEN LENGTH <2 MINANCH EL. 7.0 _ LATERAL SPACING, Ls = 4.1 FT. PERC RATE __ 1.25" 2" LATERAL DIAMETERLd= 1.5 IN. BLOWER W� HOOD (BY BIO-MICROBICS) 9.25" 9" MIN. LENGTH OF LATERALS, L= 11.6 FT. 10.0 ' 2.0 10.0 2.5 MAX. LENGTH OF LATERALS, L= 54.9 FT. eC TOTAL LENGTH OF LATERALS, L= 218 FT. STANDING WATER 5.0'BELOW GRADE STANDING WATER 5.5'BELOW GRADE HAZEN-WILLIAMS COEFFICIENT, Ch = 140 �� , 14" t FORCE MAIN AND MANIFOLD •- A AFORCE MAIN DIAMETER, Dfm = 3.0 /N. 1 7" 9" � �+ LENGTH OF FORCE MAIN, Lfm = 12.7 FT. Dm = 3.0 IN. PVC THREADED CAP PRE-CAST MANIFOLD DIAMETER, W MANIFOLD LENGTH, Lm = 20.7 FT. CONCRETE BASE PAD (2.5'X2') TO PROVIDE CURB BOX MOUNTED 4" 4" r SUIT BLOWER 5"` DISCHARGE RATES FLUSH WITH GROUND PERFORATION DISCHARGE RATE, q= 11.79 x(Dp)2 x(Hd)1/2= 0.42 GPM -j- 1 25" SYSTEM DISCHARGE RATE, Q, Q/x Ln = 12 GPM _-=_ _ -_ ELECTRICAL CONDUIT (TO BLOWER CONTROL BLOWER HOUSING DIMENSIONS 22.75" m DOSING CALCULATIONS SYSTEM) PIPING SYSTEM VOLUME, Vs = 13 GAL. BLOWER HOUSING BASE DIMENSIONS (SECTION A-A) 2" DIA. PVC BLOWER HOUSING DETAIL a MIN. DOSE VOLUME, (5.0x Vs) = 69 GAL. AIR LINE DOSE VOLUME: 69 GALLON SWEEP (TYP.) N07 TO SCALE HEAD LOSSES FRICTION LOSS IN FORCE MAIN, fl= 0.0 FT PROPOSED CURB BOX TO GRADE TO HOUSE FRICTION LOSS IN FITTINGS AND VALVES, If= 0.0 FT. LATERAL CLEAN-OUT (TYP.). NETWORK LOSSES nl= 6.6 FT. PERFORATED PVC DISTRIBUTION LATERAL WITH PERFORATIONS AT 5 AND 7 STATIC HEAD= 10.0 FT MIRAFI 140N FILTER FABRIC O'CLOCK. DRILL LAST PERFORATION AT 12 O'CLOC:K POSITION FOR SYSTEM PROVIDE PERFORATION SHIELD DISTAL IN-LINE PRESSURE= 5.0 FT. OR APPROVED EQUAL TESTING. AFTER SYSTEM TESTING PROVIDE ORIFICE SHIELD FOR LAST (TYP.) USE ORENCO TYPE OR TOTAL HEAD= 21.6Fr. TYPICAL CLEAN-OUT DETAIL PERFORATION IN EACH LATERAL. EQUIVALENT o [ NOT TO SCALE U_ a� . LOAM & SEED _ PUMP PARAMATERS 15.0 a o IIIIIIIIIiiillllilllillllllillllllillllllllllllllillllllilllllililiili IIIIIIIilllillllillllllllll IIIIIIIIIIIIIIIIIiliillllllllililll �, c� o FLOW, Q = 12 GPM - a ti N as TOTAL DYNAMIC HEAD= 22 FT. BACKFrLL 1, EL. 14.07 _ L. 13.9 -LL 3 M - I . . _ 3 4 1 . 2 'DOUBLE,-WASHED STONE �, 0.5 r ^r TOP OF WALL EL 13 4 •III - - -lit-Ill-Ill - ELEVATION 15.1 LOAM & SEED _ - -Ill- CAP - - - - - - - - � i-1 I I-1 I I--�I iIII-I I (=NATURAL MATERIAL (NO COMPACTION) OR TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3) I I- ---) I L^) I lil I I-I I (• , ,III-, , ,III I I (- UNIT ADHERES TO TOP -" I-► I I-III= • -- � �-III-III-I I ,----� _ ' " ' TEE . . - UNIT W VERSA-LOK CONCRETE SCHD. 40 PVC MANIFOLD ADHESIVE SLOPE MANIFOLD BACK TO PUMP CHAMBER AT 0.5% TYPICAL LEACHING BED SECTION 5 �--+ VERSAULOK STANDARD ESTIMATED SEASONAL HIGH GROUNDWATER EL. 8.4 y g MODULAR CONCRETE • � - •'•.. •• g ...: .-� 'LEACH FIELD 3 o UNITS " : -'BREAKOUT a� LOAM & SEED 4' MIN. ; .EL. 14.07 12.6' 6.9' IIII II En 00 M LOAM & SEED ELEVATION 13.0 t Y 2.6 ILI!11 I Q co 00 0 III BACKFILL - // 1 TYP. 18.0' LATERAL CLEANOUT TYP. 0 ' 3.7 I � a r 22.5 I I-. - 4.1 TYP. - :. Registration: 19.0 I I - � ..40'.MIL:.PVC .LINER FROM 20.7' ' _ �ceoF f I ( 3 4" 1 --1 2" DOUBLE WASHED STONE ( I- CONCRETE LEVELIN 19.0 o PAD MIN. 6" THICK EL. 14.07 TO BOTTOM OF WALL 1.0' -- 19 7' I I-III;III=( I I�I I I`I I I`i ,-!I NATURAL MATERIAL (NO COMPACTION) -) I I`I I I-III,;,I I �`I I I � FAT PIU LEE a, -. . .-� i i-i -. : .- . I I-'I U CNIL 0. ® 19.0 -I PERFORATION (TYP.) No.asasa <OVERSA=LOK 1.0 ,-- Retaining Wall Systems 19.0 TYPICAL LEACHING BED NETWORK SECTION L` G (817=,1, ,�Solid Solutions: --1.0 NOTE: 9 z8 0 2 7' Project Number. MANIFOLD � SEE PRESSURE DISTRIBUTION MODULAR BLOCK WALL SECTION LEACHING BED DETAIL CALCULATIONS FOR PIPE SIZES AND 6089 NOT TO SCALE DISTRIBUTION LATERAL (TYP.) NOT TO SCALE DISPOSAL BED SPECIFICATIONS. VERSA-LOK OR APPROVED EQUAL TYPICAL LEACHING BED PLAN sheet Number: ,2 Of ,2 INSPECTOR: 1J. HENDERSON FAST SPECIFICATIONS AND NOTES SOIL DESIGN CRITERIA DATEEVALUATOR: D. DESMARAIS S/2007 1. GENERAL 5. REMOTE MOUNTED BLOWER 9. WARRANTY NUMBER OF BEDROOMS 6 PERC#: 11685 A. THE CONTRACTOR SHALL FURNISH AND INSTALL (1) THE BLOWER MAY BE MOUNTED REMOTE WITH NO MORE THAN 100 THE MANUFACTURER OF THE HIGHSTRENGTHFAST 1.0 TREATMENT o 0 FLOW PER ROOM 110 GPD HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM AS MANUFACTURED FT OF PIPING AND NO MORE THAN FOUR ELBOWS, FROM THE SYSTEM SHALL WARRANT FOR EIGHTEEN MONTHS FROM THE DATE DESIGN FLOW 660 GPD BY BIO-MICROBICS, INC. THE TREATMENT SYSTEM SHALL BE HIGHSTRENGTH FAST UNIT ON A CONTRACTOR SUPPLIED CONCRETE OF SHIPMENT OR ONE YEAR FROM THE DATE OF START--UP, m m TP-1 TP-2 COMPLETE WITH ALL NEEDED EQUIPMENT AS SHOWN ON THE BASE. THE BLOWER MUST NOT SET IN STANDING WATER AND ITS WHICHEVER OCCURS FIRST, THAT THE EQUIPMENT THEY PROVIDE y y y a 440 RULE CALCULATION DRAWINGS AND SPECIFIED HEREIN. ELEVATION MUST BE HIGHER THAN THE NORMAL FLOOD LEVEL. A WILL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP. m m m s` SITE AREA (BUILDING ACRE) 1.50 ACRES 0.0 15.0 0.0 15.0 TWO-PIECE, RECTANGULAR HOUSING SHALL BE PROVIDED WITH a ,��, ,��, WASTEWATER LOADING 440 GPD/ACRE B. THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST TAMPER-PROOF SCRIEWS. THE DISCHARGE AIR LINE FROM THE IN THE EVENT A MECHANICAL COMPONENT FAILS TO PERFORM AS " N N N y " 00. ALLOWABLE FLOW 661 GPD A A SYSTEM INSERT, LEG EXTENSIONS IF THAT OPTION IS CHOSEN, BLOWER TO THE HIGIHSTRENGTHFAST SHALL BE PROVIDED AND SPECIFIED OR IS PROVEN DEFECTIVE IN SERVICE DURING THE Do F-M SAND F-M SAND BLOWER ASSEMBLY, BLOWER CONTROLS AND ALARMS. THE INSTALLED BY THE CONTRACTOR. WARRANTY PERIOD, THE MANUFACTURER SHALL REPAIR OR a a. 0.LL a. EL n a SEPTIC TANK 1 10 YR 313 14.3 p 8 HIGHSTRENGTHFAST 1.0 UNIT SHALL BE SITUATED WITHIN A 6. ELECTRICAL REPLACE SUCH DEFECTIVE PARTS. (COST OF LABOR ON _ _ _ = T 10YR3/3 14.3 m SEPTIC TANK(200% DESIGN FLOW): 1,320 GAL. 0 8 B 1,500 GALLON TWO COMPARTMENT TANK, AS SHOWN ON THE REPAIR/REPLACEMENT IS NOT COVERED UNDER THIS WARRANTY.) B PLANS. TANKS MUST CONFORM TO LOCAL, STATE, AND ALL THE ELECTRICAL SOUIRCE SHOULD BE WITHIN 150 FEET OF THE THE REPLACEMENT OR REPAIR OF THOSE ITEMS NORMALLY N o CD a N N SEPTIC TANK(100% DESIGN FLOW): 660 GAL. ( ) OTHER APPLICABLE CODES. THE CONTRACTOR SHALL PROVIDE BLOWER. CONSULT LOCAL CODE FOR LONGER WIRING DISTANCES. CONSUMED IN SERVICE SUCH AS AIR FILTER, ETC., SHALL BE •cn TOTAL TANK CAPACITY REQUIRED: 1,980 GAL. F-M SAND F-M SAND o M N CID o USE 1,500 AND 1,000 GALLON SEPTIC TANKS COORDINATION BETWEEN THE FAST SYSTEM AND TANK ALL WIRING MUST CONFORM TO CODE. THE INPUT POWER CONSIDERED AS PART OF ROUTINE MAINTENANCE AND UPKEEP. > iz C m a 2 3 10 YR 618 12.8 2.3 10 YR 618 12.8 SUPPLIER WITH REGARD TO FABRICATION OF THE TANK, REQUIRED FOR THE BLOWER IS 1151230 VOLTS, SINGLE PHASE, a®©a a INSTALLATION OF THE FAST UNIT AND DELIVERY TO THE JOB 60/50 HERTZ, 3.8111.9 FULL LOAD AMPS, MINIMUM WIRE SIZE IS 10. NOTES PUMP CHAMBER CAPACITY C C SITE. 14 A.W.G. (LOCKED ROTOR AMPS ARE 18.6/9.3). ALL CONDUIT DOSE VOLUME 0 GAL. 1. ALL APPURTENANCES TO THE HIGH STRENGTH FAST 1.0 EMERGENCY STORAGE PROVIDED 660 GAL. 2. OPERATING CONDTIONS AND WIRING BETWEEN THE ELECTRICAL CONTROL PANEL, THE SYSTEM (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM POWER SUPPLY, AND THE BLOWER SHALL BE FURNISHED AND m a. SUMP VOLUME 97 GAL. TO TITLE 5 AND THE BARNSTABLE BOARD OF HEALTH Y LL STORAGE BETWEEN PUMP-ON&ALARM 197 GAL- F-M SAND C. THE HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. POWER SHALL BE SUPPLIED REGULATIONS. " 10 YR 7/3 CAPABLE OF TREATING THE WASTEWATER FROM ALL FACILITIES FROM THE EXISTING ELECTRICAL PANAL AT THE RESIDENCE. BACKDRAIN VOLUME 0 GAL. ESHGW EL. 8.4 PRODUCING APPROPRIATE WASTE TO DEVELOP AND SUSTAIN A VOLUME REQUIRED 1,000 GAL. 4.5'DEPTH OF F-M SAND X VIABLE BIOMASS. WASTE CONTAINING INHIBITORY SUBSTANCES 7- ALARMS 2. BLOWER CONTROL SYSTEM BY BIO-MICROBICS, INC. USE 1,500 GALLON PUMP CHAMBER PERC 10 YR 7/3 ESHGW EL. 8.4 IS NOT RECOMMENDED FOR TREATMENT IN THE FAST SYSTEM. THE ALARM SYSTEM SHALL CONSIST OF A VISUAL AND AUDIBLE CL y <2 M/NANCH STANDING WATER CONSULT FACTORY FOR PROPER SIZING AND USAGE. ALARM TO INDICATE LOSS OF POWER TO THE BLOWER AND/OR 3. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION BY o m W LEACHING SYSTEM DESIGN CRITERIA PERC RATE EL. 7.0 3. MEDIA HIGH WATER LEVEL. A MANUAL SILENCE SWITCH IS INCLUDED. PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG O c m STANDIING WATER EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND v� o EL. 7.10 D. THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC, 8. INSTALLATION AND) OPERATION INSTRUCTIONS SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG a SOIL ABSORPTION SYSTEM 10.0 5.0 10.0 5'.0 POLYETHYLENE OR POLYPROPYLENE AND IT SHALL BE EXTENSIONS. STANDING WATER 8.0'BELOW GRADE STANDING WATER 8A'BELOW GRADE SUPPORTED BY THE POLYETHYLENE INSERT. THE MEDIA SHALL ALL WORK MUST BE DONE IN ACCORDANCE WITH LOCAL CODES ♦�-' 0 e+� ��,w LEACHING SYSTEM USED: BED BE FIXED IN POSITION AND CONTAIN NO MOVING OR WEARING AND REGULATIONS. (INSTALLATION OF THE HIGHSTRENGTHFAST 1.0 4. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO = o e in DESIGN PERCOLATION RATE: 2 MIN./1N. PARTS AND SHALL NOT CORRODE. THE MEDIA SHALL BE ' °' N = k SOIL CLASS: I SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS 0*n1E BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS � •� � o o o TP-3 TP-4 DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED SOLIDS PROVIDED BY THE MANUFACTURER. NO MORE THAN FOUR FEET OF OF THE LEG EXTENSION BASE. W Q c c LONG TERM ACCEPTANCE RATE(LIAR): 0.74 GPD/S.F. IMMEDIATELY DESCEND THROUGH THE MEDIA TO THE BOTTOM FILL MAY BE PLACED OVER THE FAST LID. OPERATION MANUALS � = °i � � � � o TOTAL AREA REQUIRED: 892 S.F. OF THE SEPTIC TANK. SHALL BE FURNISHED WHICH 'WILL INCLUDE A DESCRIPTION OF 5. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT THE 3.9" '�° -to :: �fO', ��'', N O.O 12.0 O.O ' 12.5 INSTALLATION, OPERATION, AND SYSTEM MAINTENANCE LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. 1 o .0 ao co TOTAL AREA REQUIRED(50%REDUCTION): 446 S-F. •c o 3 �"� M N TOTAL AREA PROPOSED: F-M SAND E. THE HIGHSTRENGTHFAST 1.0 UNIT SHALL COME EQUIPPED WITH INSTALLER SERVICE PROVIDER AND OWNER TAILORED TO EACH. SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIO AND O y G to ao m A A 4. BLOWER PROCEDURES. THERE SHALL BE A SEPARATE MANUAL FOR THE THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH F-M SAND _ , NS OF ' = ca 00 o� AREA PROPOSED: 446 S.F. A REGENERATIVE CFM. THE BE BLOWER CAPABLE OF DELIVERING THE LEG EXTENSIONS. p,7 10 YR 3/3 11.3 0.7 10 YR 3/3 11.8 A REGENERATIVE TYP TOTAL ALLOWABLE FLOW. 660 GPD LOWER ASSEMBLY SHALL INCLUDE AN B B INLET FILTER WITH METAL FILTER ELEMENT. 6. ATTACH PIPES WITH STAINLESS STEEL SCREWS. PRESSURE DOSE CALCULATIONS F-M SAND F-M SAND 7. THE AIR SUPPLY LINE INTO THE FAST UNIT MUST BE SECURED 2 6 10 YR 6/8 9 4 2 6 10 YR 6/8 9.9 SO AS TO PREVENT DAMAGE FROM PIPE VIBRATION. TITLE 5 DESIGN FLOW 660 GPD C C 8. THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP, OR THE BAFFLE THAT SEPARATES THE TWO ZONES NEEDS TO PERFORATIONS EXTEND ALL THE WAY TO THE TOP OF THE CONCRETE TANK. �C PERFORATION DIAMETER, Dp= 1/8 /N. F-M SAND � ESHGW EL. 8.4 -� IF THE PIPE CAP OPTION IS CHOSEN, THE BAFFLE MUST DISTAL IN--LINE PRESSURE, Hd= 5 FT. 10 YR 616 ESIHGW EL. 8.4 EXTEND PAST THE WATER LEVEL AT LEAST THREE INCHES AS 0 � NUMBER OF PERFORATIONS, N= 27.00 SHOWN <11V 'fHE� DRAWING. PERFORATION SPACING, S = 4.5 FT. 4.5 DEPTH OF X STANDING WATER F-M SAND q PERC EL. 7.0 10 YR 616 STANDING WATER LATERALS-UNEVEN LENGTH <2 M/NJINCH EL. 7.0 � LATERAL SPACING, Ls = 4.1 FT. PERC RATE LATERAL DIAMETER, Ld= 1.5 IN. BLOWER W/ HOOD (BY 1.25" 2" O - 9.25" 9" MIN. LENGTH OF LATERALS L= 11.6 FT. BIO MICROBICS) ' t� MAX. LENGTH OF LATERALS, L= 19 FT. 10.0 2.0 10.0 2.5 "1 TOTAL LENGTH OF LATERALS, L= 104.E FT. STANDING WATER 5.0 BELOW GRADE STANDING WATER 5.5 BELOW GRADE:' "� W HAZEN-WILLIAMS COEFFICIENT, Ch = 140 0 14" FORCE MAIN AND MANIFOLD . A A FORCE MAIN DIAMETER Dfm = 3.0 /N. LENGTH OF FORCE MAIN, Lfm = 11.8 FT. - - - � I •-fir MANIFOLD DIAMETER, DM = 3.0 IN. PVC THREADED CAP PRE-CAST W W LENGTH Lm = 20.7 FT. CONCRETE BASE �1 MANIFOLD PROVIDE CURB BOX MOUNTED 4" 4" SLID (BLOWER TO 5" DISCHARGE RATES FLUSH WITH GROUND PERFORATION DISCHARGE RATE,,q= 11.79 x(Dp)2 x(Hd)1/2= 0.42 GPM 1.25" SYSTEM DISCHARGE c:RATE, Q, Q/x Ln= 12 GPM - - - - -_ _ _ _ _ ELECTRICAL CONDUIT (TO BLOWER CONTROL BLOWER HOUSING DIMENSIONS 22.75" DOSING CALCULATIONS SYSTEM) BLOWER HOUSING BASE DIMENSIONS (SECTION A-A) o PIPING SYSTEM VOLUME, Vs = 13 GAL. �- M/N. DOSE VOLUME, (5.0 x Vs) = 69 GAL. 2" DIA. PVC BLOWZIER HOUSING DETAIL a a DOSE VOLUME: 69 GALLON AIR LINE NOT TO SCALE SWEEP (TYP.) Con HEAD LOSSES FRICTION LOSS IN FORCE MAIN, fI= 0.01 FT. PROPOSED CURB BOX TO GRADE TO HOUSE C7 FRICTION LOSS IN FITTINGS AND VALVES, fl= 0.04 FT. LATERAL CLEAN-OUT (TYP.). NETWORK LOSSES, nl= 6.6 FT PERFORATED PVC DISTRIBUTION LATERAL WITH PERFORATIONS AT 5 AND 7 .a STATIC HEAD= 10.0 FT. O'CLOCK. DRILL LAST PERFORATION AT 12 O'CLOCK POSITION FOR SYSTEM PROVIDE PERFORATION SHIELD ix �, DISTAL IN--LINE PRESSURE= 5.0 FT. MIRAFI 140N FILTER FABRIC o TOTAL HEAD 21.6 FT. TYPICAL CLEAN-OUT DETAIL OR APPROVED EQUAL TESTING. AFTER SYSTEM TESTING PROVIDE ORIFICE SHIELD FOR LAST (TYP.) USE ORENCO TYPE OR Q PERFORATION IN EACH LATERAL. EQUIVALENT c NOT TO SCALE U - PUMPPARAMATERS 'LOAM & SEED a 'E 4 FLOW, Q= 12 GPM _ iliiillillllllllllllllllllllllllllillllllllllllllllllllllllllllllillll IIIIIIIIIIIIIIII11111111111 IIIIIIIIIIIIIIIIillilllilllllllllll 15.0 aCL ti N TOTAL DYNAMIC HEAD= 22 FT. USE MEYERS EFFLUENT PUMP MODEL ME3H, 1/3 HP, SINGLE PHASE, 115 VOLT OR f EL 14.07 -= BACKFfLL '• ' EQUIVALENT 230 VOLT 1 1/2 DISCHARGE OR EQUN t , , , _. /' ,_: .__+ {' ._ice+.✓ M� t 3 L. 13.9 3 t y J y t `. f ._, � , jam. ,.-i -;•< .-s 4 _.. , , 3/4" , ;-1 1' 2 .' DOUBLE WAS :STONE_-� ;. �• �..: ,-< r Y lM KENDER AT III x _ ,, » t 0.5 N ACT J .-. � ,.. � _ _, _ _. ,. . , .. , , r , , �. : -� �� - -< -+`�'. - RDER/NG PUMP. CO T TOO t { r. ;-i. - : '�, .-�. � r r `t r PRIOR ._ _ . . ._` . `., _. .: ..._ , , NOTE:CONFIRM VOLTAGE _ _ NO O _ _ r{ ,_. ,.. . c,M mot`• •r _ . 1 N N PUMP 8 RMAT O m GPM EQUIPMENT, INC FOR MORE J 10 TOP OF WALL . _ - - EL. 13.4 , - _ _, . � --: - - _ _ .- - . . . . . . . . . . . . . . . . . . . . . . . . . . _ I ELEVATION 15.1 LOAM & SEED - -I ( I-) I I-) I I=I i I_-NATURAL MATERIAL (NO COMPACTION) OR TITLE 5 SAND AS SPECIFIED IN 310 CMR`15.255(3) I_I i P I I;,I P I=I �_� P I-) I I• I I (- J ` - =1 i I-) i hI � � � ( I ( I I i - • . , 1 f 1-I I !-1 I I-III ,Tr(i I t 1 I I I i� CAP UNIT ADHERES TO TOP TEE UNIT W/VERSA-LOK CONCRETE ADHESIVE SLOP M PVC MANIFOLD TYPICAL LEACHING BED SECTION SLOPE MANIFOLD BACK TO PUMP CHAMBER AT 0.5% 5' '~ VERSA-LOK STANDARD MODULAR CONCRETE ' . : -:.g"'.:_ - LEACH FIELD ESTIMATED SEASONAL HIGH GROUNDWATER EL. 8.4 - g o UNITS ° -BREAKOUT Z in LOAM & SEED 4' MIN. '' - ` . rl EL. 14.07 12.6' LOAM('& SEED m o M ELEVATION 13.0 t 2.6' 6 9 �j(IIIII IIII�I� o0 0 I M V� __ 14 BACKFILL I \ \ :. .• 1 TYP. LATERAL CLEANOUT (TYP.) \ - 1 < 18.0' TYP. ( I z 22.5 3.7 I III ,.f ;� h I M. a w ' _ 19.0 Registration: F'{ �I .• ; 1.0' f I I 'r r , E .`e 3 4"J- 1-1 2" DOUBLE WASHED STONE - I (-- (NOFAfA F •. 40'.MIL-:PVC .LINER FROM 20.7 CONCRETE LEVELIN : ' : -. 19.0 r `< Y_- ;1 _ / , ,..< I ��,�a• soy I ) > EL. 14.07 TO BOTTOM _ _ _ _ _ _ _ _ _ _ _ PAD MIN. 6" THICK - - - _ _ �. OF WALL 1.0 19.7' I-I I I I I= I') -� -� I.:,I_I NATURAL MATERIAL �(NO COMPACTION) _I I-III-III, I I o -� � ( �g FAT PIU ' i _. . -� i-� ,-, . ,� . I I CIVIL LEE w 19.0 PERFORATION (TYP.) No.CIVIL VERSAAOW42824 1.0 Retaining Wall Systems 19.0' TYPICAL LEACHING BED NETWORK SECTION w,a.�,ae srt,oaoaa.w,ss,2e Solid Solutions:" 1.0 2 .7' NOTE: /� fZ 0 MANIFOLD SEE PRESSURE DISTRIBUTION Project Nu ber: MODULAR BLOCK WALL SECTION LEACHING BED DETAIL CALCULATIONS FOR PIPE SIZES AND 6089 NOT TO SCALE DISTRIBUTION LATERAL (TYP.) NOT TO SCALE DISPOSAL BED SPECIFICATIONS. VERSA-LOK OR APPROVED EQUAL TYPICAL LEACHING BED PLAN Sheet Number: I2 Of ,2 -------------- 3' VENT WITH BUG SCREEN NON-CORROSIVE (SEE PLAN FOR LOCATION) CLAMP EVERY 2 FT. 5 (SEE AIR SUPPLY OPTIONS DETAIL SHEET 2) BLOWER E E TOP OF TANK FLUSH WITH (SEE DETAIL SHEET 2) PROVIDE WATER TIGHT FRAME AND 0 m m COVER TO GRADE (TYP.) Q N N N a BOTTOM OF CONCRETE LID GASKET c WITHIN 1 1/2 WATERPROOF CABLE INLET § d a NO CABLE SPLICES INSIDE a w CU � N FRAME AND RISER PUMP CHAMBER _J TO GRADE (TYP.)1 4" SCH. 40 PVC INLET (TYP.) FINISHED GRADE EL. 15.0 LL LL LL LL LL Q i FINISHED GRADE EL. 15.5 f_ SCH 40 PVC N m FLEXIBLE COUPLIING FORCEMAIN TO O N N N N 0 - ,(TYIP.) °y LEACHING FIELD •N - N ' ELECTRIC SERVICE r a 4 •> SEE PLAN ' • °' ( ) AIRLIFT e 660 GALLONS STORAGE 4" SCH. 40 PVC 16.25" FAST SPLASH ABOVE ALARM ON ELEV. BUILDING SERVICE UNIT 26 PLATE g, 4 SCH. 40 PVC FROM STAINLESS STEEL SLIDE, ' +. °' 1,000 GALLON SEPTIC TANK Co AIRLINE RAIL SYSTEM . ( a a EL. 9.61 HIGH ALARM c Sz 2 GALVANIZED0 -STAINLESS STEEL LIFTING , k 10" MIN. .'m BLOWER PIPING CABLE �- 48.75" ', " SCH. 40 PVC )�0 EL. 9.28 LEAD PUMP ON 1 4" WEEP HOLE IN - 26.5 t.5 SCH. 40 PVC / OUTLET REATMEN PROVIDE 2 COATS OF DISCHARGE PIPE t1 y 4" SCH. 40 PVC FROM4� °' SETTLING ZONE r�.: ZONE OUTLET ASPHALT SEALER ON UJ 500 GAL. 33 f.5 BOTTOM OF TANK EL. 8.60 EL 9.10 PUMP OFF CHECK VALVE w m 1,000 GALLON SEPTIC '�i 1000 GAL 26" 42.5 OUTSIDE OF TANKS << . ..• �.. , ;.�.• . , : G Lw TANK SETTLING TREATMENT ESHGW EL. 8.4 6" CRUSHED STONE BASE SEALED 0co ZONE ` ZONE ��YDRAULICALLY ISCHARGE FLANGE _ ESHGW EL. 8.4 •- o e �O a� SUBMERSIBLE ,�.� c <"� (D w PLAN VIEW BOTTOM OF TANK. EL. 9.03 PUMP � � � o c k •� 6, CRUSHED STONE BASE 10 MIN. PROPOSED 1 ,500 GALLON MONOLITHIC PUMP CHAMBER = =�,� Q i ELEVATION NOT TO SCALE to c o M M N P TI C TANK WITH HIGH STRENGTH G TH FAST 1 .0 UNIT ACME PRECAST OR APPROVED EQUAL © y PROPOSED 1500 GALLON MONOLITHIC H 20 SE T NOT TO SCALE ACME PRECAST OR APPORVED EQUAL NOTE: SEE "WASTEWATER SYSTEM SCHEDULE OF ELEVATIONS" FOR TANK INLET AND OUTLET INVERTS. ZONING & RESOURCE PROTECTION NOTES 0 WELL LOCATIONS AS SHOWN �p 1. ASSESSORS MAP#: 134 PARCEL: 018-001 ON "SITE. AND SEWAGE PL�y.N" � _ } �__.__ ..,4 _._..... ... .. ....< .. _ .. ..W_ .._ .._._,._._._._.. . _.._._ . . .__.__. ,. __._., . .__. __.._._ _._..._._ OWNER OF RECORD: GOLDSTEIN, JEROME & MARLENE K �' ►� OCT. 9, 1992, PREPARED BY WF4 VARIANCES ADDRESS: 282 BUCKMINSTER ROAD, BROOKLINE, MA 02445 DOWN CAPE ENGINE SING, INC. _. _.,..._w.,_..._,._. _. ._..,.__w ..M _ __.. .,,_.._, _. _.. __... _.w.___,._,w.._ w. _. ... .._._ ... .....,_ __ ..,.. \. 1 1 # ua �/Fs , , .►�„ ,,��_,�,�„� � { 1111,11 � ' 2. THE LOCUS 1S LOCATED IN FLOOD ZONE A3 (AREA OF 100 YEAR FLOOD,TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS .._ � � , EL. 11) AS SHOWN ON F.I.R.M. MAP 2500010011 D ►� i f REGULATION REQUIRED PROPOSED „ t^ ,. s �`eti,.... 5,,°; �.�sue. . :.>e'k ..,.,'� �.. _ w +�; . � -�.. ,.t � "1 ...r_._,_u._.. _ . . .,_ ____..; �.,>. � u. �' , . _ ��--� �' _ mayy_. .� �� 3. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS __.._ , I it .,. ._.,,..«..,,,_. ..... .. .<,. a '�'�+: ,- - t'.' '-4:1ri �Y,•. - I . 3i.5 : F ypb} ;NONE WITHIN 400 NO TUBULAR PUBLIC WELLS WITHIN2 0 ti# a G - . '✓.ra z. 1". EXISTING D E I ._M___...a, ._..._� ._._ �». � - � ,. .�� 1 .I �. o-.<„..,W,........,..»..,...-....................._,_:......._..,.,.....,.....-,.....,.:.r._ ,,.,.........,....-....,............:,,.>._.,.,.-,..... -,,,..,......,......._ .,...........,,.,,,,.,.......-., d'e+'_,Rid'.'-,' S =: 4 h�..-e. co YoE �ai>g; .f'" e �Ix ' _ IIt� ,P. " '� -,, 4. SITE IS NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A _ .,..._ _ 73 - F. EL. 17.54 1 I, �- \ � * �� ; . , Rb . 'rsR tNaa` TOF EL. 16.37 � p, ,,� ` ZONE ll RECHARGE AREA. , \... PROPOSED / 1 i \ 2J z ''".. t �°r`�q' ..p"' x �'k" ,z{ l .l n o- , r.. a rS,» PERGOLA ABOVE i ? . .r GENERAL NOTES w __ __., ,_.._ - _„_.,. -- ____,. kk � G WITH DRIVEWAY DROP-OFF ! 11 LOCAL UPGRADE PROVISIONS . y � .a 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND M BELOWI 11 I, I `, �" w ., " r, " ` CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF {s 1 pp �.,.a x:( tl ,.. __:m.,,..........,,..,._.....,..,,...._....:....:.,,.w.......,:....,.T.._,..._.. ..._.w.a.....,,,,..,.._..»m,._._.- ..,..w,.,«..,.... .w r g ,.,.. F..,,.- :.... , `` � -. ,_t .` . .s ......,�.<... ._ r ,..... .... -,.... �° „ ,.-.,. ..,. ••`� I ' 1 >> RE UIRED PROPOSED - £ „3 �" x . - .: ,;- '" THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF O� :1 REGULATION Q a r K fM... I _.._ . .. �. , h• � { ., � � WF8 -�., I %,� 1� �, r, �v � : �J� �����' �� ��+� ,�„� 'Y �� �,va�,�, ,,, � _�:� THE ,°BARNSTABLE BOARD OF HEALTH. V __ _..._. ..w.. __ ._, ... ._ . w..rv_ _,_. . _. a _ _._, I`X�STING, \. _. �NONE ' 4 � . " ���; "� 111Y . ; xF .N : PORCH --� --'-- �--�--'�-- --�- � • _ _. � -� z � .. ., ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF .. 1 r (n 150.0 fl : ` HEALTH AND THE DESIGN ENGINEER. ,� gr: , 'TITLE 5 VARIANCES ten, , . r�w�" � ;�. a:`: TO WELL eT ^_ ` 4f_ .. ., Y �� gr „., g . ` yk:a 'v ..y ,:: , � .x .� .: 3. CHANGES TO EFFLUENT FLOW GRADING OR LANDSCAPING EITHER , >\. .. . � �,.. ,�g,t;:Y.,.<�t t,-� "i3�:-r, - s� s�' S �Ma'� 'A4 5._ ..'Y 'nr kn: ) ) CLEANOUT TO �, �:' _ ;REGULATION REQUIRED PROPOSED , „ ; �,f ., r._ . ON SITE OR ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT GRADE (TYP.) f, / y ; EXISTING . �. » OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF ✓ _ __._ w... , .., �' �` ' `` `<� DECK ` 310 CMR 15.211 Minimum Setback distance to property line 10 feet 5 feet THE LEACHING SYSTEM. 0, h 4 ..� ;, A �: ,` - ___-_._..n_.. __.,.___._:__. _ _ .,,_ -_____ _._ _ .._p__.p__ ..y . __ .._.. _._,-._._ _L__,_ _.. .,_ __» ____ _ ,_., . _._ _. LOCUS P L.AN ap o EXI 4G 1 ,500 GALI.O / f r vanance of 5 feet is being requested _.._._. a� o �" , , SEPTIC TANK �� ' A. O : :310 CM 15.211 Minimum Setback distance to cellar wall _ ,. 20 feet_.m_ 14.7 feet SCALE: 1"=2000' 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR � USE WITH A GARBAGE GRINDER. A vanance of 5.3 feet is bung requested a a w ,� WF11 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON •� FIELD SURVEY AND PLAN BY HORSLEY WITTEN GROUP PERFORMED 00 _ > PROPOSED ADDITION `°`.` o ' SEPTEMBER 14, 2006. c0 J , 127.7 y F.F. EL. 16.5 1 ��; l MIF12 6. CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING % '�-....��, ____ CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE -� ' •''�'• r `t`'` - AGENCIES NECESSARY TO FIELD VERIFY LOCATION OF EXISTING UTILITIES. •3 �_` , s cc 7. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES � ` % , /^' ry FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE o PROPOSED 1 500 GALLON DESIGN ENGINEER. L S `. , a .J 150.0' MONOLITHIC SEPTIC TANK WITH y r 40 MIL POLY LINER ~`� C o HIGH STRENGTH FAST 1.0 UNIT - --- _ '' ' FROM ELEVATION �`� MIF1 8. REFER TO SITE PLAN FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC a ,� N -_ _ _ / o CB/DH TO WELL 4 _ �, __ C__�_ %14.7' 14.07 TO 13.40 102` `�,� �\ 230 0) SYSTEM COMPONENTS. �VVf'14 -'-1-• FAST BLOWER --- ___ __ t s_ _�-�` �r ` `��� ,l JEROME & MARLENE GOLDSTEIN 9. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY' 2 TP-2 ---------- - -- - .' --_________�� ___.._.__ `_ � ` t 199 MEADOW LANE YEARS. rn / . .:w :' --_v \ W. BARNSTABLE, MA 02668 10. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS 0 TP-1- - 54 �- _-- APPROXIMATE LOCATION OF MAP 134 PARCEL 018-001 WF18 OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A I a ` �. EXISTING LEACHING TRENCHES �® gyp' TO WETLAND SITE AREA: 1.38 ACRES L �' (SEE NOTE 14) COMPACTED FIRM BASE. N 'a �� � 11. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL ...; ....:;.:::: p PROPOSED 1,500 GALLON 1410.1' <� POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES ' / .. "w /1 y}////��++::a 5� Cam.., ,,,. ^- „m. ~*.,,,,, •.. (� MONOLITHIC PUMP CHAMBER WF'17• 12. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND cep :::w=:;'�°:?�:;,:. � 1 -�.�.� __ __-___ i ., w» :... P-3 `` WFaB 1 FINES. FAST SYSTEM VENT HED >> `� � ��� `� � 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION .c o _ 4 PROPOSED PRESSURE DOSED ,11�-� NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE Q0 in FIELD SEE DETAIL SHEET 2 0' , TP '4 }' DISPOSAL SYSTEM REPRESENTED ON IT AND SHOULD NOT BE USED FOR �, �, LEACHING -�... E .c HM / ANY OTHER PURPOSES. a o r, '! PROPOSED LATERAL i l' (' �� +�l l -/ ° �;�� TOP CB DH FND -� CLEANOUT (TYP.) ! 5• - •Q• E` � EL.-13.36 14. THE CONTRACTOR SHALL LOCATE AND REMOVE OR ABANDON ALL EXISTING a o 0 .... ... SEPTIC COMPONENTS PRIOR TO CONSTRUCTION. COMPONENTS SHALL BE �, � o _. ___ _,m..._..____._. . __.. _.._. N _.___-_-..-._____._._ MODULAR BLOCK RETAINING ',,, -� o R ABANDONED IN ACCORDANCE WITH TITLE REMOVED 0 5, 310 CMR o o lvr- ___: WASTEWATER SYSTEM SCHEDULE OF WALL (SEE DETAIL SHEET 2) 0 ` , o ELEVATIONS r 1100 � � �� 15.354(3). u' _ _ ` TO VVEiLAN Registration: lNV ELAAA eglstra' EXISTING UTILITY POLE TO ' 1~�. -- 15. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE AND INSTALL TIEBACKS EXISTING TOF EL 16.37 w ��\` " /`/ `�� ~� � � p � OR SUPPORTS TO ENSURE THE INTEGRITY OF THE EXISTING UTILITY POLE � iNOFM,� c PROPOSED TOF EL ' 16 50 REMAIN (SEE NOTE 15) ` _ ..__,.,,.. ..._x,__._...._... _...._._ .._-< „ _...,.., •.... ._ � �� ti� ��� �h0• ADJACENT TO THE LEACHING FIELD. BUILDING SEWER(EX DWELLING)! 14.771 �,. ., o FA LEE Q. BUILDING SEWER(PR ADDITION) 14 40 � `® �� 16. IF NECESSARY, THE CONTRACTOR SHALL SUBMIT A DEWATERING PROTOCOL CIVIL _ PRIOR TO CONSTRUCTION. A No. CONVENTIONAL TITLE 5 AREA � . o FAST SEPTIC TANK 1,500 INLET 13 763 1� INSPECTION NOTES FAST SEPTIC TANK 1,500 OUTLET 13 513 FOOTPRINT TO BE PRESERVED. ♦``. S6g•`r _ ..__- -__ __ ___ ._-. ___ -._.1 __ ___ _ __ __-._ o o s v .. --.-.. ..-- NO PERMANENT STRUCTURES. O 3,3E c J 1. NSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS IS TO BE N , FINAL CO (PER FAST GENERAL USE ;` CONDUCTED BY THE DESIGN ENGINEER AND THE BOARD OF HEALTH OR /o /a o PUMP CHAMBER INLET' __ M13 48 ae�' f THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. Project Number: PUMP CHAMBER OUTLET, 13 48 � APPROVAL) GRAPHIC SCALE j I �0� so o �a.. so ao \ �� so �J 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO 6089 •� BED INVERT IN z 13 90 y�Q V'� _ DATE AS-BUILT MARK UP DRAWINGS AND NOTES (PREFERABLY IN A "- BREAKOUT 14.07I Q�� -�'� SURVEY FIELD NOTEBOOK) INDICATING THE HORIZONTAL AND VERTICAL Sheet Number: BOTTOM OF SYSTEM 13.40 �OJ�\ ( IN FEET )' .•� LOCATION OF ALL SYSTEM COMPONENTS INSTALLED. THESE MARK UP 1 Of ESHGW s 40' �, o ZED BY THE ENGINEER FOR THE }, ��. 1 inch = 20 fL . PREPARATION OFAS-BUILT PLANS.ILI to SEPARATION TO GROUNDWATER 5 00 a �� -._._. -..-.- _,.- -.. _ ._-__--_.___. _.-...- -_..--_._._.-_-.�- -.. -.. -..-._.�___�___.. -..... _--_-,.._........�...-. __.. _„_...._.....«..._._.._.. -._ -_-... -. _........ ......_„...r....m._-._- -..-- _.-__..-.......:mom-.._ . .....- ,amxm+wswn w...+,.,..-,,.._,...,. ._. .,._--_•_.___ _ - ...-_ ____�......--.,-.._... ,.„..,.:,...._.._ ....._....._�..._� .___�___-..._. _-.._--.---__-..-...-__..._. _T_..____.._-..___. -..-.. -.- -.-.. _...._- .- _.__.. -..... i I , 3' VENT WITH BUG SCREEN NON -CORROSIVE (SEE PLAN FOR LOCATION) CLAMP EVERY 2 FT. (SEE AIR SUPPLY OPTIONS DETAIL SHEET 2) BLOWER PROVIDE WATER TIGHT FRAME AND e N _ (SEE DETAIL SHEET 2) COVER TO GRADE (TYP.) s a TOP OF TANK FLUSH WITH BOTTOM OF CONCRETE LID „ GASKET WATERPROOF CABLE INLET WITHIN 1 1/2 I _ NO CABLE SPLICES INSIDE FRAME AND RISER PUMP CHAMBER TO ORADE TYP. _ ,; FINISHFD GRADE EL. 15.0 a ►� LL � LL a TYf�. INISHED' GRADE EL. 15.5 -4 SCH. 40 PVC INLET ( ) tn � FLEXIBLECO UPLIING SCH 40 PVC .•. .. , i •;.' FORCEMAIN TO O g 8 8 8 r P. (N ) LEACHING FIELD .N � �, N ELECTRIC SERVICE r , `.�. . (SEE PLAN) ,. q A 660 GALLONS STORAGE „ AIRLIFT 4 SCH. 40 PVCFAST BUILDING SERVICE *' 16,25 UNIT 26" SPLASH s. ABOVE ALARM ON ELEV. PLATE y 4 SCH. 40 PVC FROM STAINLESS STEEL SLIDE 1 000 GALLON SEPTIC TANI K AIRLINE RAIL SYSTEM � :' EL. 9.61 HIGH ALARM U '• Q 2 GALVANIZED -STAINLESS STEEL. LIFTING 10" MIN. BLOWER PIPING CABLE `' �- 48.75" w „ 1 SCH. 40 PVC " " EL. 9.28 LEAD PUMP ON 4 WEEP HOLE IN _ 6.5 .5 / OUTLET REATMEN 2 SCH. 40 PVC PROVIDE 2 COATS OF DISCHARGE PIPE C.y 4" SCH. 40 PVC FROM �' SETTLING ZONE OUTLET e x ZONE ASPHALT SEALER ON o Co w 500 GAL. 33 t.5 r BOTTOM OF TANK EL. t3.60 EL 9.10 PUMP OFF CHECK VALVE 1,000 GALLON SEPTIC 42.5" ` --y; 1000 GAL 26" OUTSIDE OF TANKS - 1601 TANK SETTLING ;•• TREATMENT •�' ESHGW EL. 8.4 6" CRUSHED STONE BASE YDRAULICALLY SEALED C7 H ZONE ZONE DISCHARGE FLANGE O .. Pd SUBMERSIBLE HGW E 8.4 �- ES L P PUMP LAN VIEW N BOTTOM OF ANK~ 9 as 6" CRUSHED STONE+'BASE 10MIN. (PROPOSED 1 500 GAL_wON MONOLITHIC PUMP CHAMBER d= '� '� • o e eo 8 ELEVATION NOT TO SCALE i c •� M, o ACME PRECAST OR APPROVED EQUAL Lu FAST 1 .t� UNIT ' PROPOSED 1500 GALLON MONOLITHIC H 20 SEPTIC TANK WITH HIGHSTRENGTH _ � NOT TO SCALE ACME PRECAST OR APPORVED EQUAL NOTE: SEE "WASTEWATER SYSTEM SCHEDULE OF ELEVATIONS" FOR TANK INLET AND OUTLET INVERTS. r ZONING & RESOURCE PROTECTION NOTES AS SHOWN WELL LOCATIONS 1. ASSESSORS .MAP 134 PARCEL. 018 001 8.1 ON "SITE AND SEWAGE PLAN",--------- 10_ �J _ . _. ._.._. OWNER OF RECORD: GOLDSTEIN, JEROME & MARLENE K OCT. 9, 1992, PREPARED BY WF4 VARIAN�:ES ADDRESS: 282 BUCKMINSTER ROAD, BROOKLINE, MA 02445 DOWN CAPE ENGINEEING, INC: � �.__.___:_._._w.,,__.._,._"___._._..�__..-_...__-..,.__.._.__,� _.___,w_...____._...___n__._.,_.__._ ._>___�..._..,___._.__ .. 1Z w,i2. THE LOCUS IS LOCATED. IN FLOOD ZONE A3 AREA OF 100 YEAR FLOOD, INFO TOWN OF BARNSTABLE BOH LOCAL CODE WAIVERS „ ..�� _. _ _._ ..__ . ___._....__ ___._.., _. _. .. __ ._._ ___. _.__....___..._,_____ ._._.._.__.; - 11 AS SHOWN 'ON F.LR.M. MAP 2500010011 D + I r I REGULATION fQUIRED PROPOSED 3. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS q NONE . ..�w.,. : - " :.= --,. +' • t I 50'. WITHIN 400 NO TUBULAR PUBLIC WELLS WITHIN 2 XISTING WELLING _ _. .. __._. .._.,_....._. . _..,_. _... .._ __ _ ...__._,...,.,._._ . .. _ .._ »r `� r, - - „#.•, - 4. SITE IS NOT IN A GROUNDWATER PROTECTION OVERLAY DISTRICT OR A W ~ ZONE It RECHARGE AREA. Qi TOE, EL. 16.37 ? t. � ---:--x� ,• * � ; { ., GENERAL NOTES 4 1 , n I PROPOSED PERGOLA ABOVE • �, ? f DRIVEWAY/DROP-OFF } IONS WITH DRIVEW LOCAL UPGRADE PROMS o '^� � ; ' **x 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF I BELOW94 . .. ._........... ...)... ..,......,.._._,.:....,....._-.....,+................._..._ , mot_ " '._.'.. f i v _ TAT ENVIRONMENTAL O AND THE RULES AND REGULATIONS OF REQUIRED PROPOSED �, , , , THE STATE EN�/RON CODE REGULATION ... a. ,. .,t .,..A.;. "..,. OA�� vr- HEALTH. _�. THE B G IL 'C � � • NONE . ,... ' .�_ . ,,,,, h �.„ PORCH; TEPS -� ® ® � ,.,., .� , ,�.,�•..,.w, :.. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF "r Q, � � ., .x -.. �_ {� I HEALTH AND E DESIGN ENGINEER. U� �' , EA D x / l o. TITLE 5 VARIANCES _ ® = • ILL TO WELL s , ... . :� k : { .�: `��+�►-. -.. � J. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER 4. 1_ . . , _. w CLEANOUT TO , REGULATIO QUIRED. PROPOSED , . .l TYP. '^� ON-SITE 'OR ADJACENT TO THE:SITE, OR, FAILING .TO PROPERLY INSPECT GRADE ( ) , � .,. • •:; •,. , , . EXISTING -` OR PUMP THE SEPTIC TANK MAY EFFECT THE PROPER FUNCTIONING OF i : ::; ,b :: ! BECK 1310 CMR 15.211 Minimum Setback distance to Property line 10 feefa .. ............ .. 5 feet__..._._.....__._-_. ,.._.. THE LEACHING SYSTEM. � f EX i 5t�'N G 1 ,500 GALLON/ � � \\\ : `:�.;:. • � 7 � ;!.__._._._....w*_._.__-..______..._._._.___'_,____.___ _- __ .. - _.. LOCUS PLAN \ ; A vwriance of 5 feet is being naquested. I 4� J. SEPTIC TANK I, ' 310 CMR 15.211 Minimum Setback distance to cellar wall 20 feet 114 7 feet SCALE: 1"=2000' 4. THIS ON WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR \ •'.�' ' t I _ �, , ..; F •.: , \, . .._:. ..��_,-._._.._,_„-..____,_ ;_.__._..__..__,____ ._... ..._.... .. ..,__.,,.__ - i USE WITH A GARBAGE GRINDER. � � \ U � . .,O.•'•. . 5. feet is being requested r � p1 �.,a / sh � � " .: ' A penance of 3 g red _. __..._.._ _ II -�3p 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON •� ' 1 FIELD SURVEY AND PLAN BY HORSLEY WITTEN GROUP PERFORMED 00 49 PROPOSED ADDITION SEPTEMBER 14, 2006. O I � , u O 1 a�. C� rA cfl 7.7 12 I � � �� F.F. . EL. 16.5 j \ COMMENCING HOURS PRIOR TO COMMEN N cn •�~-� ''•. WF12 E. CALL DIGSAFE AT LEAST 72 0 R �, CONSTRUCTION AT 1_888 DIG SAFE AND ANY OTHER APPLICABLE o •� --- AGENCIES NECESSARY TO FIELD VERIFY LOCATION OF EXISTING UTILITIES. 13 T DISCREPANCIES I� HE CONTRACTOR OR 1 RESPONSIBLE TO REPORT ANY DISC E C E l , i 0 ACT S S \ _ I o i FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE U C PROPOSED 1,500 GALLON DESIGN ENGINEER. a .E ca o Ao '-, MONOLITHIC SEPTIC TANK WITH , ,J MONOL g ♦ 40 MIL POLY LINER 150.0 a� STRENGTH FAST 1.0 UNIT----_ \ WF13 f1. REFER TO SITE PLAN FOR LOADING ,APA ,(TIES OF INDIVIDUAL SEPTIC TO WELL HIGH STREN ___ __ ` , T /�FROM ELEVATION �._ - 23 SYSTEM COMPONENTS. : O CB/DH 1 _ ,,- 14.07 TO 13.40 102.4 � 0. � . 4.7 -�. WF% 0 THE OWNS SHALL INSPECT N PUMP• 1- FAST BLOWER __ _____ ,� 1 ._s_ "- �'. R AND U THE SEPTIC TANK ONCE EVERY 2 4) - - - - _ '\,�. �� JEROME & MARLENE GOLDS YEARS. TP-2- "'---------- - = - ----�= _-w _ 1 1 `. 199 MEADOW LANE , .:�_ .. �. R A M 02668 . rn �' � ... .......:�:•::,;, �. t -_ W. BA NST BLE, A • '` :•:....: :;:::.. _ 10. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS O j TP-1 5Q -_,_ APPROXIMATE LOCATION OF MAP 134 PARCEL 018-001 WF18 r- x ""'' • OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A -�-„ . - EXISTING LEACHING TRENCHES Si0 T� WETLAND SITE AREA. 1.38 ACRES ........ . :....... .. COMPACT FIRM (SEE NOTE 14) . t COMPACTED F M BASE. N i , -Np �' \, 11. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. p PROPOSED 1,500 GALLON 10.1' :::::. . ' ~ ~ MONOLITHIC PUMP CHAMBER 4. :. :: : :: ; R ' .,;';: 1 ~�~ CR ~~ 12. ALL STONE TO BE DOUBLE WASHED AND FREE OF DIRT, DUST AND rn ~ a 00 P-3' - WF,>}d FINES. " o ~~ E -_ • I co H FAST SYSTEM VENT _ 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION .d 4 � ~ ~ NECESSARY TO LAYOUT N o_ A D CONSTRUCT T P PRES SURE DO SED � HE PROPOSED SEWAGE POSED PRE 3 PROPOSED .. $ � DISPOSAL Y b AL SYSTEM REPRESENTED ON IT AND SHOULD NOT B U N E USED FOR LEACHING FIELD (SEE DETAIL SHEET 2) 0 : {� TP- �, ~ ~R`1 " M � � � ANY OTHER PURPOSES. / ♦ ~ Wq `� TOP CB DH FND ¢ ^ "' PROPOSED LATERAL �' - r C^ �j - Y ` _/ �,,,e °B •� �' i •� CLEANOUT TYP. 5• •p �_~ EL. 13.36 14. THE CONTRACTOR SHALL LOCATE AND REMOVE OR ABANDON ALL EXISTING r .-. �� h ~. P1 P SEPTIC C COMPONENTS PRIOR TO CONSTRUCTION. COMPONENTS AL 1 � SHALL BE WASTEWATER SYSTEM SCHEDULE OF I MODULAR BLOCK RETAINING � REMOVED OR .ABANDONED IN ACCORDANCE WITH. TITLE 5, 310 CMR I WALL (SEE DETAIL SHEET 2) 100 '~�, ELEVATIONS ` TO WETLAND 0/° Registration: RVV. EL. ♦ ~, 15. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE AND INSTALL TIE BACKS EXISTING UTILITY POLE TO 1 16.37 ZNOF11 OR P T F L. SU PORTS TO ENSURE THE INTEGR EXISTING O E � E ITY OF THE EXISTING UTI ITY P EXIST L POLE . . I I � �_�.._.._ REMAIN (SEE NOTE 15) , � �, ,�'"' -. `. •� O � •� s � 1 50. O ADJACENT TO THE LEACHING FIELD. F EL, k 6. I PROPOSED TO O 1 / e �` h Pw ICP I 5 F .� [-BUILDING SEINER(EX DWELLING)� 14 77� `�� � � V \ �\ 1 to i. w,_.__._._____ _..__.__ .._.._______._.__..._._. r _....__...___.., ._.._. __., � 16. IF NECESSARY, THE CONTRACTOR SHALL SUBMIT A DEWATERING PROTOCOL � a ! BUILDING SEWER(PR ADDITION) _,M._.. 14 40; ~, J , PRIOR TO CONSTRUCTION. No.OW _ _ _. .-.__:r._____- CONVENTIONAL TITLE 5 AREAINSPECTION NOTES 1 .76 ti FAST SEPTIC TANK 1,y500 INLET _ 3^ a o FOOTPRINT TO BE PRESERVED. S6 •� ` ! O ETi 13.51' y� 9Z0, _ _ .._ _ --12- - - - i. FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS IS TO BE FAST SEPTIC TANK 1,500 OUTL NO PERMANENT STRUCTURES. 33� ' PER FAST GENERAL USE -- �' CONDUCTED BY THE. DESIGN ENGINEER AND THE BOARD OF HEALTH OR 1 .48' \ INLET!i 3 ER-I ,AMB THEIR REPRESENTATIVE PRIOR TO B CK 1 LING SYSTEM.MP CH E T A F L PUMP Project umber. I o ,_..__ _. _.__ ....___._ _____,___..__ ._. _.._.____..!._ __.-� APPROVAL) � rol r- I PUMP CHAMBER OUTLET` 13 48A ,� GRAPHIC SCALE'' / \ ` / 6089 ,`w O �'10. � ,O � eo � r, IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO MAINTAIN UP TO ' _.... _ ' , 1 . P i , � 13.90 1N BED INVERT DATE AS BUILT MARK UP DRAWINGS AND NOTES PREFERABLY IN A . t O l3 BREAKOUT 14.07 �� SURVEYFIELD NOTEBOOK INDICATING THEHORIZONTAL AND VERTICAL Sheet Number. 40. •p O TT MOF SYSTE LOCATION F S MP INSTALLED. MARK UP 80 O L CATIO 0 ALL SYSTEM COMPONENTS NS ALLED. THESE AR 1 \ / E O IN FE ET E _ _ _ ESHGW s 8.40 O�O� �'•, DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER FOR THE I Of +.• __.. ,.._.. ... ... _ �, inch 20 ft " , N I «SEPARAT/ONTO GROUNDWATER i 5.00 � 1�. ..p PREPARATION OF AS-BUILT PLANS. I I I _ r INSPECTOR: J. HENDERSON FAST SPECIFICATIONS AND NOTES SOIL EVALUATOR: D. DESMARAIS DESIGN CRITERIA DATr=: -- 4/5/22007 _- 1. GENERAL &t6)�dOM� A. _... ._..:_.__.�.::..^.. Z-� ..___ 5. REMOTE MOUNTED BLOWER 9. WARRANTY --- PERC#: _ 11685 - _ _T_ A. THE CONTRACTOR SHALL FURNISH AND INSTALL (1) THE BLOWER MAY BE MOUNTED REMOTE WITH NO MORE THAN 100 THE MANUFACTURER OF THE HIGHSTRENGTHFAST 1.0 .TREATMENT_ NUMBER OF BEDROOMS _ 6 _ FLOW PER R00M 110 GPD --- HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM AS MANUFACTURED FT OF PIPING AND NO MORE THAN FOUR ELBOWS, FROM THE SYSTEM SHALL WARRANT FOR EIGHTEEN MONTHS FROM THE DATE DESIGN FLOW 660 GPD _ _ ___ _-..____ _- BY BIO-MICROBICS, INC. THE TREATMENT SYSTEM SHALL BE HIGHSTRENGTH FAST UNIT ON A CONTRACTOR SUPPLIED CONCRETE OF SHIPMENT OR ONE YEAR FROM THE DATE OF START-UP, d E E - `"--- -- - �- ------ ---_- -- --� BASE. THE BLOWER MUST NOT SET IN STANDING WATER AND ITS . WHICHEVER OCCURS FIRST, THAT THE EQUIPMENT THEY PROVIDE N N N -- -�- - -""- COMPLETE WITH ALL NEEDED EQUIPMENT AS SHOWN ON THE H N y a --------------- TP-1 TP-2 C d N N C -.-- __:__.._____ :_ _---.--...______:.__..____:.__._.__ _._ ___ HIGHER THAN THE NORMAL F s 440 RULE CALCULATION _ - ----..-- -- .---..--. --.----- --.--- DRAWINGS AND SPECIFIED HEREIN. ELEVATION MUST BEL FLOOD LEVEL. A, WILL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP. o o -__ ACRE 1.50 ACRES -- - __..._ . ....__..___ _.__.____._ __ ____.._:._- TWO-PIECE, RECTANGULAR HOUSING SHALL BE PROVIDED WITH a d ,3, ,3,----------- SITE AREA (BUILDING ) __._-- -- --- D.4 ' 15.0 --- --- ---_ _ _- w n --T' _-- �- 440 GPD/ACRE ----- - 0.0 15.0 B. THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST TAMPER-PROOF SCREWS. THE DISCHARGE AIR LINE FROM THE IN THE EVENT A MECHANICAL COMPONENT FAILS TO PERFORM AS m N o WASTEWATER LOADING -- -� " ----- - --- -_ _ A _ _..:._.:____:_�_ A SYSTEM INSERT, LEG EXTENSIONS IF THAT OPTION IS CHOSEN, BLOWER TO THE HIGHSTRENGTHFAST SHALL BE PROVIDED AND SPECIFIED OR IS PROVEN DEFECTIVE IN SERVICE DURING THE 0 � 0 ALLOWABLE FLOW 661 GPD - . _ F-M SAND _ BLOWER ASSEMBLY, BLOWER CONTROLS AND ALARMS. THE INSTALLED BY THE CONTRACTOR. WARRANTY PERIOD, THE MANUFACTURER SHALL' REPAIR OR a LL a.a. 0.. 11. Q F M SAND HIGHSTRENGTHFAST 1.0 UNIT SHALL BE SITUATED WITHIN A REPLACE SUCH DEFECTIVE PARTS. COST OF LABOR ON SEPTIC-TANK - - - --- 0.8 ' 10 YR 3/3 14.3 0.8 , 10 YR 3/3 14.3 6. ELECTRICAL ( t'n m m - - -- 1 320 GAL. _ - 1,500 GALLON TWO COMPARTMENT TANK, AS SHOWN ON THE REPAIR/REPLACEMENT IS NOT COVERED UNDER THIS WARRANTY.) c � n SEPTIC TANK(200%DESIGN FLOW) - � B - B THE ELECTRICAL SOURCE SHOULD BE WITHIN 150 FEET OF THE THE REPLACEMENT OR PAIR OF THOSE ITEMS NORMALLY � C3 C. 0 -- _ PLANS. TANKS) MUST CONFORM `TO LOCAL, STATE, AND ALL RE S E S 0 LLY •O o C. C. �, _ SEPTIC TANK(100% DESIGN FLOW): 660 GAL. __..---.-- �_-- ------._._-•-__-_-__-: _._ - -� --`- BLOWER. CONSULT LOCAL CODE FOR LONGER WIRING DISTANCES. - - - OTHER.:APPLICABLE CODES. THE CONTRACTOR SHALL PROVIDE CONSUMED IN SERVICE SUCH AS .AIR FILTER, ETC., SHALL BE in � � � � a W TOTAL TANK CAPACITY REQUIRED 1,980 GAL F-M SAND F-M SAND - - -- -- - --- - ------ COORDINATION BETWEEN THE FAST SYSTEM AND TANK ALL WIRING MUST COONFORM TO CODE. THE INPUT POWER CONSIDERED AS PART OF ROUTINE MAINTENANCE AND UPKEEP. �> USE 1,500 AND 1" GALLON SEPTIC TANKS --____ ___...�.`.__.-__ 10 YR 618 , 2.3 12.8 2 3 10 YR 6/8 12 8 SUPPLIER WITH REGARD TO FABRICATION OF THE TANK, . REQUIRED FOR THE. BLOWER IS 1 15/230 VOLTS, SINGLE PHASE, . 10. NOTES - INSTALLATION OF THE FAST UNIT AND DELIVERY TO THE JOB 60/50 HERTZ, 3.8/'1.9 FULL LOAD AMPS, MINIMUM WIRE SIZE IS PUMP CHAMBER CAPACITY -_ . C _ : _ SITE. 14 A.W.G. (LOCKED !ROTOR AMPS ,ARE 18.6/9.3). ALL CONDUIT DOSE VOLUME 0 GAL. 1. ALL APPURTENANCES. TO THE HIGH STRENGTH FAST 1.0 ., ----------- -- - I AND WIRING BETWEEN THE ELECTRICAL CONTROL PANEL, THE .__ 2. OPE ATING CONDT ONS SYSTEM (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM EMERGENCY STORAGE PROVIDED 660 GAL POWER SUPPLY, AND THE BLOWER SHALL BE FURNISHED AND a. SUMP VOLUME _ _ �97 GAL.�y TO TITLE 5 AND THE BARNSTABLE BOARD OF HEALTH _.__ _ _ F-M SAND C. THE HIGHSTRENGTHFAST 1.0 TREATMENT SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. POWER SHALL BE SUPPLIED �U_ -_--- _ -� - CAPABLE OF TREATING THE WASTEWATER FROM ALL FACILITIES FROM THE EXISTING ELECTRICAL PANEL AT THE RESIDENCE. REGULATIONS. L STORAGE BETWEEN PUMP-ON&ALARM 197 GAL. ----- -- BACKDRAIN VOLUME 0 GAI. 10 YR 713 PRODUCING APPROPRIATE WASTE TO DEVELOP AND SUSTAIN A --- _-_- -- ._._.._ _- _____ -Y ESHGW EL. 8.4 _ _----- .__ . _._____VOLUME REQUIRED 1,000 GAL. 4.5 DEPTH OF F-M SAND VIABLE BIOMASS. WASTE CONTAINING INHIBITORY SUBSTANCES 7• ALARMS 2. BLOWER CONTROL SYSTEM BY BIO MICROBICS, INC. ----�USE PERC 1,500 GALLON PUMP CHAMBER __ 10 YR 7/3 ESHGW EL. 8.4 IS NOT RECOMMENDED FOR TREATMENT IN THE FAST SYSTEM. THE ALARM SYSTEM SHALL CONSIST OF A VISUAL AND AUDIBLE IQ �- `- <2 M/NANCH ( CONSULT FACTORY FOR PROPER SIZING AND USAGE. 3. SECURE ORIGINAL 7 X 7 FOOT TO LEG EXTENSION BY o Co uJ X STANDING WATER I I ALARM TO INDICATE LOSS OF POWER TO THE BLOWER AND/OR - - - - -------- PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG 0 a 3 LEACHING SYSTEM DESIGN CRITERIA PERC RATE EL. 7.0 HIGH WATER LEVEL. A MANUAL SILENCE SWITCH IS INCLUDED. >` STANDING WATER -� EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND 0r°� o EL. 7..0 D. THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC, 8. INSTALLATION AND OPERATION INSTRUCTIONS H a 5 OULD BE USED ON EACH OF THE FOUR (4) CORNER LEG r SOIL ABSORPTION SYSTEM - _ 10.0 ' 15.0 10.0 5.0 POLYETHYLENE OR POLYPROPYLENE AND IT SHALL BE EXTENSIONS. m a STANDING WATER 8.0'BELOW GRADE N WATER 8.0'BELOW GRADE SUPPORTED BY THE POLYETHYLENE INSERT. THE MEDIA SHALL ALL WORK MUST BE DONE IN ACCORDANCE WITH LOCAL CODES +��+ E ° w -- ----- - _- - -- __- STANDI G 4 � m LEACHING SYSTEM USED: BED -- BE FIXED IN POSITION AND CONTAIN NO MOVING OR WEARING AND REGULATIONS. INSTALLATION OF THE HIGHSTRENGTHFAST 1.0 4. ANCHOR THE LEG EXTENSIONS 4 CORNER LEGS ONLY TO � 2fi d - DESIGN PERCOLATION RATE: 2 MIN./IN. PARTS AND SHALL NOT CORRODE. THE MEDIA SHALL BE SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS o o __...__. __ ____.___.-.- ___`___._. DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED SOLIDS ' ]'p.,¢ PROVIDED BY THE MANUFACTURER. NO MORE THAN FOUR FEET OF OF THE LEG EXTENSION BASE. �W � Q c o � ; TP�3 IMMEDIATELY DESCEND THROUGH THE MEDIA TO THE BOTTOM Q X o LONG TERM ACCEPTANCE RATE(LTAR): 0.74 GPD/S.F. ------ ---- --- FILL MAY BE PLACED OVER THE FAST LID. OPERATION MANUALS y �o TOTAL AREA REQUIRED: _-- --- 892 S.F. _--. „ _.-. ___ _._._. -- -- OF THE SEPTIC TANK. SHALL BE FURNISHED WHICH WILL INCLUDE A DESCRIPTION OF 5. TO ELONGATE FOOT PAST THE PROVIDED 12 , CUT THE 3.9 N c `o °' � � o; N ' _ - __. 0.0 12.0 0.0 ' 12.5 TOTAL AREA REQUIRED(50% REDUCTION):---.-,--,-_---- _ 446 S.F. -_ O INSTALLATION, OPERATION, AND SYSTEM MAINTENANCE LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. �- o o Go cc N 4 BLOWER-- A A PROCEDURES. THERE SHALL BE A SEPARATE MANUAL FOR THE THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND 0 " _.__- ____ �_-- -.- - - - ---------- - -- HIGHSTRENGTHFAST 1.0 UNIT SHALL COME EQUIPPED WITH r 3 - - -- p E. THE I fIGHSTR Q INSTALLER SERVICE PROVIDER, AND OWNER, TAILORED TO EACH. S 1P THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF _ TOTAL AREA PROPOSED: F-M SAND F-M SAND L ---- A REGENERATIVE TYPE BLOWER CAPABLE OF DELIVERING AREA PROPOSED: 446 S.F. 10 YR 3/3 THE LEG EXTENSIONS. _�. 0.7 10 YR 313 11.3 0.7 11.8 3 -13 CFM. THE BLOWER ASSEMBLY SHALL INCLUDE AN TOTAL ALLOW ABLE FLOW: 660 GPD ' ----- - - -- - -- -- 2 B B INLET FILTER WITH METAL FILTER ELEMENT. -------- ----~--~ 6. ATTACH PIPES WITH STAINLESS STEEL SCREWS. i F F-M SAND PRESSURE DOSE CAL CULATIONS M SAND 7. THE AIR SUPPLY LINE INTO THE FAST UNIT MUST BE SECURED 10YR618 10YR618 2.6 9.4 2.6 1 9.9 SO AS TO PREVENT DAMAGE FROM PIPE VIBRATION. 660 GPD TITLE 5 DESIGN FLOW $. THE: INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP OR THE BAFFLE THAT SEPARATES THE TWO ZONES NEEDS TO PERFORATIONS EXTEND ALL THE WAY TO THE TOP OF THE CONCRETE TANK. PERFORATION DIAMETER, DP - 118 IN. X ESHGW EL. 8.4 - IF THE PIPE CAP OPTION IS CHOSEN, THE BAFFLE MUST F-M SAND DISTAL IN N--LINE PRESSURE, Hd= 5 FT. -- - - ESHGW EL. 8.4 EXTEND PAST THE WATER LEVEL AT LEAST THREE INCHES AS fit" _....___ _.__ ___-_-__- O NUMBER OF PERFORATIONS, N= 27.00 1 SHOWN IN THE DRAWING. _ F-M SAND l PERFORATION SPACING, S- 4.5 FT- 4.5'DEPTH OF X STANDING WATER I I Cam, LN PERC EL. 7.0 10 YR 6/6 STANDING WATER N LENGTH <2 MIN✓INCH EL., 7.0 q LATERALS-UNEVE q � LATERAL SPACING, Ls = 4.1 FT. PERC RATE BLOWER W/ HOOD (BY 1 .25" LATERAL DIAMETER, Ld-_•- - 1.5 IN. BIO-MICROBICS 9.25 9„ MIN. LENGTH OF LATERALS, L = 11.6 FT. _--^`- ---MAXLENGTH OF LATERALS, L = 19 FT. 10.0 ' 2.0 10.0 2.5 _ TOTAL LENGTH OF LATERALS, L = 104.6 FT. STANDING WATER 5.0'BELOW GRADE STANDING WATER 5.5 BELOW GRADE W r^ _N-WIum w COEFFICIENT,ENT, Ch = 140 HAZE 0 "1 ' 14" FORCE MAIN AND MANIFOLD A A FORCE MAIN DIAMETER Dfm = 3.0 IN. 17,E F FORCE MAIN Lfm = 11.8 FT. LENGTH O -, -- PVC THREADED CAP PRE CAST � W MANIFOLD DIAMETER, DM = 3.0 IN. CONCRETE BASEri MANIFOLD LENGTH, Lm = 20.7 FT. MOUNTED 4 PAD '(2.5'X2') TO PROVIDE. CURB BOX 4 SUIT BLOWER 5 . DI_SCHA_R_G_E RAT ES FLUSH WITH GROUND 1 = 11.79 x 2 x Hd 1/2= 0.42 GPM 1:25 PERFORATION DISCHARGE RATE, q (OP)._._-�-� . -----.._ RGE RATE Q Q/x Ln = 12 GPM SYSTEMDISCHA ,- _--_- =-= ELECTRICAL CONDUIT - TO BLOWER CONTROL 22.75" ( BLOWER HOUSING DIMENSIONS SYSTEM DOS/NG CALCULATIONS BLOWER HOUSING BASE DIMENSIONS (SECTION A-A) PIPING SYSTEM VOLUMIE, Vs 13 GAL -t- 2" DIA. PVC BLOWER HOUSING DETAIL ` MIN. DOSE VOLUME, a a (5.0 x Vs) = 69 GAL. AIR LINE DOSE VOLUME': 69 GALLON NOT TO SCALE SWEEP (TYP.) HEAD LOSSES -- --:_� FRICTION LOSS IN FORCE MAIN, fl- _ PROPOSED CURB BOX TO GRADE TO HOUSE � FRICTION LOSS IN FITTINGS AND VALVES, fl= �0.04 FT. ._._._.___. LATERAL CLEAN-OUT (TYP.). " 6.6 FT. - PERFORATED PVC DISTRIBUTION LATERAL WITH PERFORATIONS AT 5 AND 7 NETWORK LOSSES, n!_ O'CLOCK. DRILL LAST PERFORATION AT 12 O'CLOCK POSITION FOR SYSTEM PROVIDE PERFORATION SHIELD 2 STATIC HEAD= 10.0 FT. ELD x MIRAFI 140N FILTER FABRIC � N ------- - -- TESTING. AFTER SYSTEM TESTING PROVIDE ORIFICE SHIELD FOR LAST TYP. USE ORENCO TYPE 0 o DISTAL IN-LINE PRESSURE= 5.0 FT. TYP I CAL C LEAN-OUT- DETAIL OR APPROVED EQUAL (TYP.) y` PERFORATION IN EACH LATERAL. EQUIVALENT- ..__- TOTAL HEAD= 21.6 FT. NOT TO SCALE LOAM & SEED. . sn PUA&P_A RAM_A._T_ERS -------------------------- - _, _ I 15.0 FLOW Q 12 GPM a� oNo g _ • ,•. 22 FT. HEAD -. - ` �' • '•' °. ►.• cv �q TOTAL DYNAMIC - SINGLE PHA SE 115 VOLT O HIPS • • . : •- . . L ME3H 1/3 , USE MEYERS EFFLUENT PUMP MODE � ' LT 1 1/2"DISCHARGE, OR EQUIVALENT EL. 14.07 230 V0 � EL. 13.9 .3 M - - - j - 3 4" - 1-1 2" DOUBLE WASHED STONE , _ III � / � I -0.5 N_. VOLTAGE PUMP.-P. CONTACTJIM KENDERAT OTE:CONFIRM PRIOR TD ORDERING PM E UIPMENT INC. FOR MORE INFORIMATION ON PUMP(508)224 W20 J G Q , TOP: OF WALL - - - - - - - - - - --- - - - - - - -- -- -- - -- - - . . -- - - EL. 13.4 A ION 15.1 D - - - -1 - - - = - - _ _ -------------- --------- - ELEV T LOAM & SEE I I- -) 1 I. !I- - - - - - _NATURAL MATERIAL NO COMPACTION OR TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255 3 � - -III - - -` -Iil. , ,llllll III III ��� ( ) Oi� lil„ :Iii. I II , , ,-, � �-� � �-� ► I--i � �- ,_ , , . CAP UNIT ADHERES TO TOP TEE - SCHD. 40 PVC MANIFOLD UNIT W/VERSA LOK CONCRETE ADHESIVE SLOPE MANIFOLD BACK TO PUMP CHAMBER AT 0.5% TYPICAL LEACHING BED SECTION 5' STANDARD ESTIMATED SEASONAL HIGH GROUNDWATER EL. 8.4 _ '..VERSA LOK S ---�_ MODULAR CONCRETE 9 LEACH FIELD � UNITS BREAKOUT .� 12.6 LOAM & SEED m M �' - � •� � .. : •� .EL. 14.07 ... _ 4' MIN. � :: :. LOAM & SEED , M h ELEVATION 13.0 f `• - - - � • 6 ^ o0 • ;. v Qoo O :. > o . 2. 1llL1'I _ - ° � ) o � IIII�I� :. _ . / .. .... ..:- .•. - .• 11 -•--j--�J III � _ - a. BACKFILL 1' TYR 18.0 LATERAL CLEANOUT (TYP.) I=II \ .5' 3.7' III U. 22 I , - �-- 4.11 TYP. 9.0 -I III- Registration: -=i. I:�_� I . .. .. 1.0' 3/4" 1 -1/2" DOUBLE WASHED STONE I= �pJ'i�of��a CONCRETE LEVELIN 40 :MIL ;PVG .L{NER FROM 20.7 19.0 - - s EL. 14.07 TO BOTTOM PAD MIN. 6" THICK OF WALL 1.0' 19.7' I I=III=III-1 i 1=1 I (=I ( (-1 I -I (NATURAL MATERIAL NO `COMPACTION =) I =I I I=I I=I I_ I I - ��� fATFIU - ( ). i -� o LEE CA 19.0 --I < PERFORATION (TYP.) -, -, . ,-: crvlL VEn0M=L0K* No.42824 Retaining Wall Systems 19. ! TYPICAL LEACHING BED NETWORK SECTION �� '�' �.,. ITS �Solid Solutions:" II---1.0 f 2 .7'- --� NOTE: MANIFOLD SEE PRESSURE DISTRIBUTION Project Nu ber: MODULAR BLOCK WALL SECTION LEACHING ` BED DETAIL CALCULATIONS FOR PIPE SIZES AND 6089 NOT TO SCALE DISPOSAL BED SPECIFICATIONS. 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