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0054 BRIARWOOD AVENUE - Health
54 Briarwood Ave Hyannis A= 289-127 I i 0 TOWN OF BARNSTABLE LOCATION N 6r arwood Axe SEWAGE# 90� (o, ' VILLAGE ASSESSOR'S MAP&PARCEL 2?q 131 INSTALLER'S NAME&PHONE NO. IF t' - SEPTIC TANK CAPACITY LEACHING FACILITY.(type)C2 (J6h�r (size) ULR.n• NO.OF BEDROOMS i2 � ,J OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �•3 Feet Private Water Supply Well and Leaching Facility(If any wells exist on ` site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within a y 300 feet of leach' facility), Feet FURNISHED BY ba tra aQ rr� b� tint �— to w N a� to s Vv f s — T—F_ 1 S C1 n �oFIME Town of Barnstable BARNSTABLE, Board of Health 9� 6 9. �� 200 Main Street, Hyannis MA 02601 CFO µpi A Office: 508-862-4644 John Norman FAX: 508-790-6304 Paul Canniff,D.M.U. Donald A.Guadagnoli..:.1.D. September 10, 2019 Mr. Paul Rufo 10 Old Town Road Hyannis, MA 02601 RE: 54 Briarwood Avenue, Hyannis A = 289-127 Dear Mr. Rufo, The Board of Health voted in favor of ratifying the deed restriction which you recorded on August 13, 2019 at the Barnstable County Registry of Deeds, for 54 Briarwood Avenue, Hyannis. You are therefore granted permission to construct an onsite sewage disposal system at 54 Briarwood Avenue, Hyannis with the following conditions: (1) One (1) bedroom is allowed to be constructed at this property. No additional bedrooms are authorized at this property at this time. An enclosed den, study room, office, finished attic, sleeping loft, and similar-type rooms affording privacy are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The interior of the dwelling shall be inspected in twelve months. If any additional bedrooms are observed, the owner/applicant will be required to appear before the Board of Health at a public meeting. At a minimum, the Board will immediately order the owner to take appropriate action (i.e. removal of a bedroom) to rectify the issue. (3) The septic system shall be installed in strict accordance with the revised engineered plans dated August 22, 2019. (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 August 22, 2019. This permission is granted because the septic system design for one bedroom system appears to meet the requirements of the State Environmental Code, Title V. If in the future, an applicant seeks permission to construct an additional bedroom at this property, he/she will first be required to submit an application for a disposal works construction permit to the Board of Health along with engineering plans for the design and installation of a secondary treatment unit, previously termed 'innovative-alternative' technology. Sic re yours, ohn Norman, Chairman Q:\WPFILES\Rufa 54 Brianv6odAve Hyannis Aug2019 BOI-Ldocs 1 r r t THE Barnstable OF TO Town of Barnstable RARNSrABLE, _ Board of Health ' I y HAss. � i639' �e Prfb MAI A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 5, 2015 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 54 Briarwood Avenue, Hyannis A = 289-127 Dear Mr. McEntee, You are granted permission, on behalf of your client, John Callahan, to construct an onsite sewage disposal system incorporating a Secondary Treatment Unit at 54. Briarwood Avenue, Hyannis. This permission is granted with the following conditions: (1) No more than two (2) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (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 two 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 septic system shall be installed in strict accordance with the revised engineered plans dated January 26, 2015. t j (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 January -26, 2015. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for pH, TN,(turbidity, temperature, DO and color.) 6 After two ears after 8 tests areconducted), th li nt m r uest a e applicant a e ( ) Y ( Pp Y q reduction in testing to the Board of Health. - Q:\WPFILES\McEntee54BriarwoodAve STUPermission Fe62015.doc (7) 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. (8) The applicant shall adhere to all of the conditions contained within the Department of Environmental Protection document.entitled 'Standard Conditions for Secondary Treatment Units ,Certified for General Use' dated February 19, 2013. (9) The applicant shall adhere to all of the conditions contained within the MA . Department of Environmental Protection document entitled 'CERTIFICATION FOR GENERAL USE' document relative to FAST treatment systems dated December 30, 2010. This permission is granted because the application meets all of the requirements of the State Environmental Code, Title V. The Code allows an applicant to construct an additional bedroom, in this case two bedrooms, within a nitrogen sensitive area wherever an approved nitrogen reduction secondary treatment unit is proposed and the parcel is of sufficient size. S rely iny yours,, I ayn Miller, M.D. Chair an Cc: Barnstable County Complex, I/A Systems: Brian/Lindsay, Old Jail Building, Box 427 Barnstable, MA 02630 Q:\WPFILES\McEntee54BriarwoodAve STUPermission F62015.doc r n '^ 7—J) DATE: j FEE: �v MA89. 039. ~ter REC. BY°S&C- Town of Barnstable SCHED. DATE, rM `® Bo rd of Health j 200 Main S treet, Hyannis MA 02601 Office: 108-862-4644 Wayne A.Miller,M.D. Ffi1X: 08-790-6304 1 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIAN ERE VEST FORM R OC �TION Iroperty Address: zs� - IZ Assess o is Map and Parcel Number: 7 Size of Lot: 71 S� Wetlands Within 300 Ft. Yes Business dame: No Subdivisio Name: APPLICANT'S NAME: ells"i Lt` s -�-q-C Phone Q� -7 did the owner of the property authorize you to represen him or her? Yes No ]PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: Address: _W�� '�,:�,� c — 3'��1 Address: 70,y. o,� I i � Phone:' Phone: 56Z —-7'5- -I I-7 (G, - VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) p I/Un Vckv-\GQv\Cam. , �ys i-- 1 [.qv. (f�`�� IJ �o• o� i- - i i NATUIRE OF WORK: Ouse Addition ❑ House use Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiv' variance request application) Please submit cop es in 4 separate completed sets. I Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) I I Completed seven(7)page,checklist confirming review of a gineered septic system plan by submitting engineer or registered sanitarian 7— I Four(4)copies of labeled dimensional floor plans submitte (e.g.house plans or restaurant kitchen plans) T i Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands thiat the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title Vj and/or ocal sewage regulation variances only) Full menu submitted(for grease trap variance requests only T— Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], f 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 ANCE APPROVED Wayne Miller,Chairman INOT APPROVED Junichi Sawayanagi REASOls FOR DISAPPROVAL Paul J.Canniff,D.M.D. I C(.\Use 6\decollik\AppData\Local\Microsoft\Windo s\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC I — y � t Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 January 26, 2015 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 54 Briarwood Ave., West Hyannisport, MA (Assessors Map 289, Parcel 127) Proposed Nitrogen Reducing I/A Septic System Dear members of the Board: On behalf of my client, Mr. John Callahan, request in being made for the General Approval Usage of a Nitrogen Reducing MicroFAST 0.5 FAST Unit. The subject site lies within a State regulated Zone II. The proposed house will have 2 bedrooms with a design flow of 220 GPD. The area of the parcel is 17,496 SF. General Approval for the proposed technology allows for a design flow of 550 GPD/40,000 SF. The required area for the proposed design flow is: 220 GPD/550 GPD x 40,000 SF = 16,000 SF. The existing lot area exceeds the required area. Total nitrogen (TN) for this application shall not exceed 25 milligrams per liter. Please consider the proposed application of the technology for this site Sincerely, Peter T. McEntee P.E. l Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508)477-5313 54 Briarwood Avenue, West Hyannisport, MA (Assessors Map 289, Parcel 127) Proposed Nitrogen Reducing MicroFAST Secondary Treatment Unit MINIMUM MONITORING REQUIREMENTS Monitoring shall conform to the requirements of the Approval for General Use and the Standard Conditions for Secondary Treatment Units, Effective February 19, 2013. A summary of the required monitoring is provided below: Parameter Monitoring Frequency Sample Type Location Effluent Limit TN Quarterly 1 st year measure D-box <25 mg/L Twice per year thereafter Effluent pH Quarterly 1st year grab D-box 6 to 9 Twice per year thereafter Effluent turbidity Quarterly 1"year measure D-box < 40 NTU Twice per year thereafter Effluent t temperature Quarterly 1st year measure D-box record Twice per year thereafter Effluent observation DO Quarterly 1 st year measure D-box > 2 mg/L Twice per year thereafter Effluent Color Quarterly 1s' year visual D-box record Twice per year thereafter observation Effluent observation Thickness of septic tank or Floating once every measure other process pump out grease/scum 3 years tank where solids as layer are retained necessary Depth of septic tank or sludge and once every measure other process pump out distance to 3 years tank where solids as effluent Tee are retained necessary BN 1/b�e D fir, Q Y s N/A OK N Is the system in a Designated Nitrogen Sensitive Area (Zone II for a public supply well)? [310 CMR 15.214, 310 CMR i15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? 310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310'CMR 15.216(l)] Pumping to septic tank ? [ 310 CMR 15.229] _ ✓ Shared System [310 CMR 15.290] i I I I i I Address Sheet of 7 i I ' LEGEND Arbor Wy N I -- 98-- EXISTING CONTOUR BLOWER UNIT & VENT Sylvan Or (LOCATION MAY VARY) 102 PROPOSED CONTOUR ood CONTROL PANEL LOCATION TO x 100.98 EXISTING SPOT GRADE 4 LOCUS BE DETERMINED BY OWNER 101.2 PROPOSED SPOT GRADE aaQc �o°a 0 o PROPOSED W PROPOSED WATER SERVICE o MicroFAST Unit rnwood TEST PIT F Ave. a e v c / 10 b` Ave. O 06 t• > mewood IP1FND) i a 4 P i Y ' LIMITED STRIPOUT /?O• 0�b MAY BE REQUIRED LOT 29 a (SEE NOTE 11) i �08 �'G ' LOCUS MAP TP-2 4 ' 0 ,„;y� 1 ^� �58.00 ' }, NOT TO SCALE ti �" ' �sF'�c` CATCH BASIN i ' s STP FND GENERAL NOTES: � �O ij .Q ,� eT � (TYP.) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL `° 3 • l Q i °^ BOARD OF HEALTH AND THE DESIGN ENGINEER. v° }' ` '' i y ' PROPOSED/ ~ LOT 30, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS y %.� ::,,. .,. ,�., _.,, -1 W HOUSE 17496fS.F. /r OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE i TOF=108.5 / i LOCAL RULES AND REGULATIONS. 0.4 ACRES - :,;��L;• „,;;. O 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BF HE L TH PRIOR M LU 289-1�7,I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE o /•,;;;.: .; I DESIGN ENGINEER. . i� '=•'."._:::•., GARAGE / :=�TP ,3:,l, o,'`. ';:.: TOS=107.0 ° I ip 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1°� i '' ',' `,• 'V FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 4N ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. (IP FND) i o - I t- _ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 202.39• / - SETBACK LINE { THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF �O HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. �O t 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LOT 31 (CB FND) 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS BENCHMARK LOT 32 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE (STP FND) DIRECTED BY THE APPROVING AUTHORITIES. SOIL LOG 108.62' Of Mgss 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INNING DATE: SEPTEMBER 18. 2014 (REF. P#14,489) �Q� q�y THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEG SOIL EVALUATOR: PETER McENTEE SE#1542 PETER T. G� CONSTRUCTION. WITNESS: DONNA MIORANDI R.S. HEALTH AGENT o McENTEE 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOIL v CIVIL IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH ELEV. TP-3 DEPTH ELEV. TP-4 DEPTH \ No. 35109 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 0„ 0" 103.2 q 0" 0, 104.5 A 103.9 q 1 f61S1E�� `;c`� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SANDY LOAM SANDY LOAM SANDY LOAM 102 6 ASANDY LOAM OFF INSPECTED IR HEALTH DEPARTMENT PRIOR TO BACKFILL. 10YR 4 2 10YR 4/2 10YR 4/2 10YR 4/2 4" OWNER OF 104.2 B 4" 103.6 a 4" 102.9 e 4" 102.3 e 13. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH DEEDED SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM JOHN CAL LAHA OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH 1OYR 5/6 1OYR 5/6 1OYR 5/6 1OYR 5/6 5670 DEWBERRY WAY J 102.0 30" 101.2 c1 C1 32" 101.z 24" 100.4 26" WEST PALM BEACH, FL 33415 ( J f INFORMATION FROM APPROPRIATE AUTHORITY. )) C' G'M-C SAND M-C SAND 30'/42" M-C SAND M-C SANDFLOOD 36"/48" ZONE CLASSIFICATION PROPOSED SEPTIC SYSTEM SITE PLAN 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 MAP NO. 25001CO568J 54 BRIARWOOD LANE, WEST HYANNISPORT, MA 10% GRAVEL 10% GRAVEL 10% GRAVEL 10% GRAVEL 97.5 C2 84" 97.9 C2 78" 95.2 C2 96" 94.6 C2 96 NON HAZARD each, FL 33415 EFFECTIVE DATE: JULY 16, 2014 BONING CLASSIFICATION ZONE RB Prepared for: John Callahan, 5670 Dewberry Way, West Palm B SCALE DRAWN JOB. NO. MED. SAND MED. SAND MED. SAND MED. SAND SETBACKS: FRONT YARD=20' Engineering by: Surveying by: 2.SY 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 SIDE/REAR YARD=10' Engineering Works,Inc. Yankee Land Survey,Inc. 1"=30' P.T.M. 203-14 93.5 132" 92.9 132" 92.2 132" 91.6 132" MAXIMUM BUILDING HEIGHT = 30' 12 West Crossfield Road 119 Route 149 DATE CHECKED SHEET NO. WIND EXPOSURE CATEGORY: Exposure B Forestdale, MA 02644 Marstons Mills, MA 02648 1 26 15 P.T.M. 1 of 2 PERC RATE <2 MIN/IN. ("C2&C3" HORIZONS) (508) 477-5313 (508) 428-0055 NO GROUNDWATER ENCOUNTERED r r NOTE: TO PREVENT BREAKOUT, THE PROPOSED 10'-2-1/2" FINISH GRADE SHALL NOT BE < EL.=102.5 FOR A DISTANCE OF 15' AROUND THE 20" DIA. COVERS PERIMETER ',OF THE S.A.S. — — TYP. SEPTIC TANK PROPOSED D-BOX PROPOSED S"A.S• SEE NOTE i4 i 5 BELOW ( ) INSTALL RISERS & COVERS AS SPECIFIED INSTALL RISER & SECURED WATERTIGHT OVER FOR OPENI�IGI SIZE BY BIOMICROBICS FOR MicroFAST UNIT COVER SET TO FINISH GRADE SETALOL RISER &GC00 SERVE AS CINSPECTIONRPORTTS A I I I I I A T.O.F.=108.5 (SECURED & WATERTIGHT) F,G. EL.=105,8(MAX.) _ I r _ F.G. EL.=107.5t F.G. EL.=107.1 t F.G. EL.=106.0t L = 10' L = 21' L = 13' 1 I I I ® S=1% (MIN.) ® g=1% (MIN.) © S=1% (MIN.) i 2" LAYER OF 1/8" TO 1/2' I I I I 4" KNOCKOUTS 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE I I I I I I as as OR APPROVED FlLTER FABRIC) I I I I �10 ,a.. 6 a6a$a6a ( L- - - J— L_ - - - - � -L — —I a60066a eaaaaaa ---3/4" TO 1-1/2" DOUBLE INV.=105.00 C110/000artGALA it WASHED STONE �vGALLO GALLON IN OFAST 4 %I4.8' 3.5' PLAN VIEW 1 7' SERT LF AlNV.-104.75 (SEE NOTE 3-BELOW) INV.=103.37 INV.=103.20 PROPOSED D-BOX EFFECTIVE WIDTH 10'-2-1/2" INV.=104.50 INV.=102.00 PROPOSED SEPTIC TANK 2 500 GALLON t FAGHING CHAMBERS 6" CRUSHED SURROUNDED- STONEWITH STONE AS SHOWN INLET H-10 RATED , j OUTLET NOTES: TOP CONC. ELEV.=102.8 - -- - � 48.. � COMPARTMENT -T 1) MicroFAST UNIT AND D-BOX SHALL BE SET LEVEL AND BREAKOUT ELEV.=102.5 aaa® " WALL N TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.=102.00 ease LIQUID 3 \ INCH CRUSHED STONE BASE, AS SPECIFIED IN eases aaaaa ease eases I � ' LEVEL 310 CMR 15.221(2). BOTTOM ELEV.=100.00 Ln + 6" TRANSFER _ 3" `r 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 3.5' 2 X 8.5'=17.0' 3.5' OPENING `n 3) REFER TO ACCOMPANYING MicroFAST SPECIFICATIONS. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 24.0' Ln PERVIOUS MATERIAL 3-�/2" ' 24 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. 5' (MIN.) ABOVE G.W. SHALL BE 36". LEA SYSTEM SECTION • ' '' • �' 5) OWNER SHALL HAVE A PERPETUAL OPERATION AND BOTTOM OF TP, EL=91.6(TP-4) 4 MAINTENTANCE AGREEMENT FOR THE MicroFAST UNIT. 6) BLOWER ALARM SHALL BE ON A SEPARATE CIRCUIT. —1/2 SEPTIC SYSTEM PROFILE - I CROSS SECTION A-A DESIGN CRITERIA SPECIFICATIONS ®®®® 0 E@®®® 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. NUMBER OF BEDROOMS: 2 BEDROOMS W/ DE-NITRIFICATION ®®®®®® ® E3®®® 33„ 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. USING MicroFAST 0.5 FAST UNIT t- ®®®®®® ® I3 I®®® 310 CMR SECTION 15.226. GENERAL USE APPROVAL FOR 550 GPD/40,000 SF w Ea E3 ®�®®®® ® 3 E@ 3.) REINFORCEMENT PER ASTM C1227-93. AREA REQUIRED = (220 GPD/550 GPD) X 40.000 SF= 16,000 SF N z_ 4.) 54" x 25" OPENING FOR .5 FAST AREA PROVIDED: 17,496 SF 5.) 54" x 49" OPENING FOR .9 FAST SOIL TEXTURAL CLASS: CLASS 1 102" 6.) WEIGHT 5 = 11546 LBS, 9 = 11,112 LBS DESIGN PERCOLATION RATE: <2 MIN/IN 77 1500 GALLON MICRO FAST TANK DAILY FLOW: 220 GPD TM150OF5 DESIGN FLOW: 220 GPD 4" KNOCKOUT 2 COMPARTMENT TM150OF9 GARBAGE GRINDER: NO 20" !DIA. COVER WIGGIN PRECAST CORPORATION PROPOSED SEPTIC TANK: MicroFAST 0.5 FAST Unit j P.O.Box 1138 POCASSET,MASSACHUSETTS02559 LEACHING AREA REQUIRED: (220) = 297.3 SF 4" KNOCKOUT 4" KNOCKOUT 58" TEL:508.564.6776 FAX:508.564.6770 .74 0PROPOSED SEPTIC SYSTEM SITE PLAN I USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 54 BRIARWOOD LANE, WEST HYANNISPORT, MA SURROUNDED BY DOUBLE WASHED STONE—ALL SIDES 4" KNOCKOUT I � Prepared for: John Callahe, 5670 Dewberry Way, West Palm Beach, FL 33415 O. SIDEWALL AREA: 2(11.8' + 24.0') X 2 = 143.2 S.F. Engineering by: Surveying by: SCALE DRAWN JOB. 1 4 BOTTOM AREA: 1 1.8' x 24.0' = 283.2 S.F. 500 GALLON CAPACITY, H-10 LOADING Engineering Works,Inc. Yankee Land Survey,Inc. NTS P.T.M. 203— 426.4 S.F. CHAMBERS 12 West Crossfield Road 119 Route 149 pq CHECKED SHEET N0. TOTAL AREA:.............................................................. Forestdole, MA 02644 Morstons Mills, MA 02648 = N.T.S. I (508) 477-5313 (508) 428-0055 1/26/15 P.T.M. 2 of 2 DESIGN FLOW PROVIDED0.74 GPD/SF(426.4 SF) 315.5 GPD f r 'I. Excerpt from the Board of Health Meeting Results: BOARD OF HEALTH MEETING RESULTS Tuesday, August 27, 2019 at 3:00 PM Town Hall, Hearing Room 367 Main Street, 2"d Floor, Hyannis, MA I. Deed Restriction to be changed — Septic: Paul Rufo, owner - 54 Briarwood Avenue, Hyannis, Map/Parcel 289-127, request to ratify acceptance of the one bedroom restriction with conditions as per the submitted deed restriction. (Original deed restriction was two bedroom with condition that an innovative-alternative septic system be used.) The Board voted to grant the change in the deed restriction from two bedrooms with a I/A septic system to one bedroom with a standard system with the following condition: The health staff will inspect 12 months from meeting to verify still operating as a bedroom. (two voted in favor, Dr. Canniff opposed.) Bk 32218 P:9339 438250 08--13-2019 a 01 = 59s� I DEED RESTRICTION WHEREAS, PAUL A. RUFO with an address of 10 Old Town Roa&0 Hyannis, MA is the owner of a vacant lot at 54 Briarwood Avenue, Hyannis; MA'D (hereinafter referred to as the "Property") and being shown as LOT 30 on a planK, entitled "Subdivision Plan of Land in Hyannis and Hyannisport, Mass., Property of:-,? Alice S. Paine et al, August 1928" which said plan is recorded in the Barnstable- County Registry of Deeds in Plan Book 38, Page 91 WHEREAS, the said owner of the Property 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 located 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 works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction or remodeling of a single family home on the 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, the said owner does hereby place the following restriction on the Property in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. The dwelling located or to be located on the Property may have no more than one (1) bedroom unless the Property is serviced by an alternative system approved by the said Board in which event the Property may have no more than two (2) bedrooms. 2. It is agreed that this shall be a permanent deed restriction affecting the Property. 3. It is further agreed that this restriction will terminate upon the connection of the Property to municipal sewer or when the Property is enlarged by �. Bk 32218 Pg340 #38250 acquisition of adjoining land allowing additional bedrooms under the then applicable provisions of the said State Environmental Code. For title see deed from John G. Callahan et al dated December 23, 2003 and recorded with said Deeds in Book 18123, Page 33. Executed as a sealed instrument this 31'day of July, 2019. fV A A. RUFO COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this 31 st day of July, 2019 before me, the undersigned notary public, personally appeared PAUL A. RUFO, as aforesaid and proved to me through satisfactory evidence of identification, which was a driver's license to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. 3 U Notary Public My commission expires: $EW400 7• KILROY Natal► Public COMWWOMM OF M SE"s MY G W"Jan E,�ires Ault 12. 2022 BARNSTABLE REGISTRY OF DEEDS John F. Mende, Reglo �, . No. 201cl - 3 L-r�, �� Fee A / s o THE COMMONWEALTH OF MA USETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpptitatiou for Misposal 6pstrut Construction 3pPrmit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.5�} 3Q(KkXOD AV' Owner's Name,Address,and Tel.No. fArU���qLT Ivy e© 60 Assessor's Map/Parcel 1 L1 W. ti w bs -r AMA L9-6 2 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. LXtAVA70nJ 6R4)392--00g6 13SC C &jP 690) 7-�-B _y 91 t9 Type of.Building: f DwellingNo.of Bedrooms Lo"Si s .ft. Garbage Grinder q g ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 116 gpd Design flow provided y gpd Plan Date RIB ZZ1,W t j Number of sheets Revision Date Title A9;J WlYi OPTS- m 54 :BeA ikt-W b A Ate Size of Septic Tank 1�( y Type of S.A.S. eQAX 6W G*)0,Mg ae 7 W/!K-rVA)E7 Description of Soil �— S0000D•p L-014 1 F- --><q ��� C 1 - jJlo�� l°� rA b Nature of Repairs or Alterations(Answer when applicable) ® E j t ran) 10 zr: p Ti C, 7 A�K— . 1>13w C20-5W -66A.DAj 14-+® cori Gem (,- i3aA5 Date last inspected: Agreement: . The undersigned agrees to ens the o ction an aintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 f the v' onmenta Co e d not to place the system in operation until a Certificate of Compliance has been issued by this Boar of H ed Date Application Approved by Date Z$ 7pj Application Disapproved byeoor Date for the following reasons Permit No. a 3Z 5 Date Issued r • x A Y No.g O I Z 1 ,4 Fee -" THE COMMONWEAL'T01F MA SACHUSETTS Entered in computer: Ye—� l " PUBLIC HEALTH DIVISION - TOWN'OrBARNSTABLE, MASSACHUSETTS application for DisposatApsteut Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) [;i6mplete System ❑Individual Components Location Address or Lot No.9q '30NUxo j AVE Owner's Name,Address,and Tel.No.I'AF0(aVSrguc.TIVA) Assessor's Map/Parcel eo Z W Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Q kWNJ6 6-KCA%A;rorJ (-Rq)391-Qvg8 B3 C 6eovf Cam) -r�-g -89 r9 f` Type of Building: f Dwelling No.of Bedrooms Ldt Sil sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) [� gpd Design flow provided ?l1 q gpd Plan Date Q_ ���' '��� Number of sheets t Revision Date Title f�[. SL(S�'4s�1 �y !Me1*e AVE Size of Septic Tank (y7 Type of S.A.S. /4%JC4?F_-TE ags AV SrtpAIE Description of Soil_�— — A i-04M .:14AA — 04 � l b Nature of Repairs or Alterations(Answer when applicable) if 5W ),[a%) 7 F (mil CPO G ALI DA) Al Ckerg ,i r. Date last inspected: Agreement: The undersigned agrees to ens e th o Struction an aintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the A onmenta C e d not to place the system in operation until a Certificate of Compliance has been issued by this Boar of H S' ed Date 6 Application Approved by Date Application Disapproved by Date for the following reasons Permit No.?. Date Issued - t - - ,.----------------------------------- ---------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS a i BARNSTABLE,MASSACHUSETTS y Certificate of Compliance � THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed ' Repaired( ) Upgraded( ) Abandoned p( )by at A 1/E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2011 3Z+1' dated Rr� "�� Installer VXLI&A3 rxC'4VAn-4v,N) Designer R'S& E7"ovo #bedrooms Approved design flow r I O gpd The issuance of this permit shall not be Fonstrued as a guarantee that the syst(� will fun i esi ned. Date Q Inspecta ---------------------------------------------------------------------- ----- -------=--------------------------- ----(------ ----------- No.Zo1°1- 32-5 . ---Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal bpstem Construction 3pPrmit Permission is hereby granted to Construct(�� Repair( ) Upgrade( ) Abandon( ) System located at f 1 lacwoD A-y FM44. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit Date by �2 . i ,4 IOXI2 DECK 'I l� 1 I 'I �pyp ]44GOD9p I tMDM]Dyp HLOppODDL I' '440K9 g = ANDERSEN 200 SERIES WINDOWS Ya + ' OPENING SCHEDULE „ \a. n• F 4 BATH — ° PRODUCT CODE SIZE COUNT R.O.WIDTH I R.O.HEIGHT t ■ NLGD6068L 5'41'h" 1 6'-0" 6'8" i MASTER BEDROOM Y a• �� KITCHEN DINING T + 244DM2836 2'-7h"z 3'5Th" 3 2'8' 3'8° 244DH2849.2 2'-7 "x 4'Sih" 2 2'-8 41"9" Th 4'9" 244DH2849-3 2'-7'h'x 4'-8%" 3 2'$" 4 ' 2,� `I' 2440H3049 2'-11fz"x 4'8'h° 5 3'-0° yo• - s•o• JELD WEN SP-680CL 3'-0"6'8" 1 3'3" 6.'9'h" CLO. 4 L0 p w 2 LITE ENTRY ^ a -FOR 2Xfo WALLS -FINISHED INTERIOR/EXTERIOR SCALE: 1/411 II o'o °� -SCREENS cTweamse NOTec LIVING ROOM 7 11 _ OFFICE DEN IJ I 3 t DRAWN BY: 5 O1 O i wkdeelgn cLo. p m Lo- t '� b'p• ro• es• yam• .. Df-Y — — — — — — — — — — — ew.i ra".wv't•zolD I440M 1 244DWD4 ]41) 04D a ', W'80NGT000 W/ 1 sum oxRT eT� � ; : elGcooT ee,eEp I'1AT9tIAL8 TOO. + L Yo' • u n• T 3• T a , O D AT u�nn/fWImATON �1•y PROPOSED IST FLOOR PLAN v6DFT M RHD E`Lco ---------------------- EXPOSURE IIQII NAILING _ , eGALE,V4'.I'O' "-------- -- -- , NOTE FOR SWEAR WALLS ad IS FOR GALVANIZED BOX NAIL OR COMMON NAIL 4 __ ____________________________________________________________________________________________ YP IOR.B.e' 9'IREADD 1.. 0 AT ALL E)CT�IOR WALLS AND WHERE NOTED V C W a1/2'OR S/0"GDX WITH 8d AT 6"O.G.AT PANEL * r O EDGES AND 12'O.G.FIELD. STUDS AT 16"O.C.MAX. zt B"X 1'9"POURED CONCRETE FOUNDATION t '^ TO ACHIEVE 3000 PSI IN 28 DAYS OM OF WALL 2"EMBED , MIDDLE BOTT W/l2)5/B"REBAR,TOP, - W SET UPON A 10"X 20"KEYED FOOTING a y. - W/(2)5/8"REBAR THROUGHOUT. 5/B"X 10"J°BOLTS o 6'O.C.W/3"X3°XI/4"PLATE WASHER5 ;--- ---; ;--- ---; ;--- """; ; W VINYL WINDOWS SUPPLIED BY FOUNDATION CONTRACTOR C `' 1 ;; I 1 WATERPROOFING BY CONTRACTOR 1 ' 1 J :_..____: zt t' (3)2xIO BEAM ABOVE Y' 4"POURED CONCRETE FLOOR THROUGHOUT 30"X3o"XIo"CONCRETE FOOTING W/3 1/2"CONC.FILLED STEEL LALLY. BEAM POCKETS . 9 i� •tom" APPROVED: F , 9'TRFAOD " __________________________________________________________ ____________________________ " _va___________ . _ REVISED' a a ' B„r,tlpj 4 }r__ _ 4D 0• PROPOSED FOUNDATION PLAN ' SCA ,V4••1'•0' I I Town of Barnstable Regulatory Services Richard V. Scali Interim Director * BMWSTABM • :i MASS. Public Health Division 0 A'Fo ,�s Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 � , Office: 508-862-4644 Fax: 508-790-6304 3 Installer& Designer Certification Form Date: 09/03/19 Sewage Permit# 6 11 -9-5� Assessor's Map\Parcel 237/22 Designer: BSC Group, Inc. Installer: Quinn's Excavation ' Address: 349 Route 28, Unit D Address: 39 Bog River Bnd West Yarmouth, MA 02673 Mashpee, MA 02649 Quinn's Excavation On & Septic, Inc. was issued a permit to install a (date) (installer) septic system at 54 Briarwood Road, Hyannis based on a design drawn by (address) BSC Group, Inc. dated August 22, 2019 (last revised) (designer) x 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms f the I\A approval letters (if applicable) ����ZN OF MgssIn (Installer's Signature) BRIAN G. �, o YERGATIAN CIVIL y -0 P No.46206 a Q est r s S gna ure) (Affix Asp ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVI ON. CERTIFICATE r OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc I 10 9' Crocker, Sharon From: Stanton, David Sent: Wednesday, August 14, 2019 7:16 AM To: McKean, Thomas; Houghton, David Cc: Crocker, Sharon Subject: Re: 54 Briarwood Ave, Hyannis-bedroom restriction Ok, thank you very much. -------- Original message -------- From: "McKean, Thomas" <Thomas.McKeangtown.barnstable.ma.us> Date: 8/13/19 4:59 PM (GMT-05:00) To: "Stanton, David" <David.Stantongtown.barnstable.ma.us>, "Houghton, David" <David.Hou hg tongtown.barnstable.ma.us> Cc: "Crocker, Sharon" <sharon.crockergtown.barnstable.ma.us> Subject: 54 Briarwood Ave, Hyannis-bedroom restriction FYI I telephoned Mr. Rufo to inform him he needs to get on the agenda of the Board of Health to either approve or ratify (if already recorded) acceptance of a one bedroom restriction with conditions as per the submitted deed restriction. From: Stanton, David Sent: Monday, August 12, 2019 4:16 PM To: McKean, Thomas; Houghton, David; Weil, Ruth Cc: McLaughlin, Charles; Fair, Marylou; Crocker, Sharon Subject: RE: 54 Briarwood Ave, Hyannis-bedroom restriction Thank you. For clarification, I don't have an issue with the language in the new deed restriction being proposed, it is more in how the existing deed restriction is rectified. I was just looking to make sure the way I read and interpreted the new deed restriction that the proposed new deed restriction does not rescind the currently recorded deed restriction. That being said, it appears to me that the Board of Health must write a letter to rescind the existing 2 bedroom deed restriction already recorded with the property as that is what the currently recorded deed restriction calls for. The reason I asked their attorney not to record the new deed restriction yet is to determine the best way to rectify the problem. I am not familiar with the Boards procedures for writing letters to rescind deed restrictions, if i i p g t s a public hearing,they may have other conditions, also in the past, we have had attorneys record new deed restrictions, which made the previous incorrect deed restriction null and void (the previous case was not an order of the Board of Health so it didn't require a letter in writing, etc.) It appears to me the Board must write a letter, unless there is language placed in the new deed restriction, which.would make the current recording null and void and approved by the Board (instead of writing the letter. Thanks, David 1 I From: McKean, Thomas Sent: Monday, August 12, 2019 3:42 PM To: Houghton, David; Weil, Ruth Cc: McLaughlin, Charles; Fair, Marylou; Stanton, David Subject: RE: 54 Briarwood Ave, Hyannis-bedroom restriction Yes, it appears to be acceptable. Thank you. From: Houghton, David Sent: Wednesday, August 07, 2019 5:30 PM To: Weil, Ruth; McKean, Thomas Cc: McLaughlin, Charles; Fair, Marylou Subject: FW: 54 Briarwood Ave, Hyannis-bedroom restriction It's in proper legal form but Tom or the BofH needs to determine if the conditions in ## 1 and 3 are acceptable to them. From: Weil, Ruth Sent: Monday, August 05, 2019 12:47 PM To: Houghton, David Cc: McLaughlin, Charles; Fair, Marylou Subject: 54 Briarwood Ave, Hyannis-bedroom restriction Dear David: I know you recently looked at a BOH restriction.Would you mind doing the honors here.Thank you. Best, Ruth Ruth J. Weil Town Attorney Town of Barnstable 367 Main Street Hyannis, MA 02601 508-862-4620 (telephone) 508-862-4724 (fax) The information contained in this electronic transmission ("e-mail"), including any attachment (the "Information"), may be confidential or otherwise exempt from disclosure. It is for the addressee only. This Information may be privileged and confidential attorney work-product or a privileged and confidential attorney-client communication. The Information may also be deliberative and pre-decisional in nature. As such,it is for internal use only. The Information may not be disclosed without the prior written consent of the Town Attorney's Office of the Town of Barnstable. If you have received this e-mail by mistake, please notify the sender and delete it from your system. Please do not copy or forward it. Thank you for your cooperation. From: KILROY AND WARREN . [mailto:bkilroy@comcast.net] Sent: Monday, August 5, 2019 12:45 PM To: Weil, Ruth Subject: 54 Briarwood Ave, Hyannis-bedroom restriction 4 Ruth: my client, Paul Rufo, was issued a building permit for a one bedroom dwelling conditioned upon his recording a restriction to that effect. Attached is an existing 2 bedroom restriction on record and the restriction my client has signed and is prepared to record. He delivered a copy of the new restriction to the Board of Health and was told the issue must be reviewed by your office. Please give us-some direction. 2 r� Bernard T. Kilroy, Esquire KILROY & WARREN, P.C. Attorneys At Law 67 School Street P.O. Box 960 Hyannis, MA 02601-0960 508.771.6900 (B) 508.775.7526 (F) CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 3 W Crocker, Sharon From: McKean, Thomas - Sent: Wednesday, August 14, 2019 8:52 AM To: Crocker, Sharon; Houghton, David Subject: RE: 54 Briarwood Ave, Hyannis-bedroom restriction David- According to Paul Rufo, owner and builder, the deed restriction was recorded on Tuesday August 13, 2019. ---------------------------------------------------------------------------------------------------------------------------------------------------------- Sharon, Please add this item onto the August 27th agenda with wording as follows: 54 Briarwood Ave, Hyannis- Request to 'ratify acceptance of the one bedroom restriction with conditions as per the submitted deed restriction.' c 1 i ,4 Stanton, David From: McKean, Thomas Sent: Tuesday, July 30, 2019 6:04 PM To: Stanton, David Cc: Paul Canniff Subject: Re: 54 Briarwood Hyannis, Deed restriction issues You are correct that the-owner needs to hire an attorney to rescind the two bedroom deed restriction - and draft a replacement deed restriction for one bedroom. We can ask one of the Town Attorney's to review the removal and the new draft before it is recorded. This may take one to two weeks to receive the town attorney's approval. #2 - We need to see a floor plan showing one bedroom maximum on the property. #3 - Everything needs to match. The disposal works construction permit must be for one bedroom (no cross outs or changes). The floor plan must be only one bedroom. The engineering plan (although it may be over designed) must show it's for one bedroom . #4t- If the new proposal meets Title V and all local health regulations, there is no variance needed. Therefore, it does not need to go before the Board of Health. The 2015�approval letter expired in 2018. - ' 004k : TAM n•f-�.ert �+ K�''tw� i r«r..<�� v.�ew c� �_.�_.V`�r�•�/ ��w wvt._J _ c.__ r ,•. ._ i From: Stanton, David w�'Z A-,c, S va/',aACt Sent: Tuesday, July 30, 2019 4:27 PM i'^Q To:.McKean,Thomas I P6 pi � Cc: Dr. Canniff / Subject: 54 Briarwood Hyannis, Deed restriction issues Hi Tom & Dr. Canniff, I have a headache septic permit application that just came in. I explained to the Installer this may take a while to resolve and that I recommend the owner gets an attorney to assist in the process. In 2015 they went before the Board of Health to get Board of Health approval for an I\A(Aka STU)for a fast system. New construction on a vacant lot, lot size of 17, 496 square feet, in the State Zone 2 (and Town WP) and is limited by the State to 1 bedroom per 10,000 sq. ft. They were granted permission to do an I\A, which would allow them the additional bedroom above a standard 1 bedroom septic system for a total of 2 bedrooms. They were issued a septic permit and recorded the 2 bedroom deed restriction that states"can only be rescinded by obtaining written approval of the Barnstable Board of Health." Now the owner has changed their mind and had a new set of septic plans drawn by a different engineer for a conventional septic system which would limit the property to 1 bedroom (I believe the new design is the typical oversized so'it can handle 3 but they cannot go to 3.) The problem being is now the 2 bedroom deed restriction needs to be rescinded and a new deed restriction needs to be recorded for 1 bedroom. I am not sure when\how the Board would write the letter to rescind the recorded deed restriction for 2 bedrooms. Would it be determined at the next regularly scheduled meeting and written after that or is this something that would be done sooner? Is this something the Town Attorneys should review to ensure it is correctly written\done before it is recorded with the registry? She was hoping to install the system tomorrow, however I told her my guess is that this process may take some time to review and have a letter written up, etc. Thanks, David 2 F IOX12 DECK aMDH3049 aMDHlb36 a46DHab36 I ]d4DH]636 NLGDbObBL '11 I`(I b$. '_____� �I ; ANDERSEN 200 SERIES WINDOWS -'-IF OPENING SCHEDULE E°g'stamp BATH $ B'�' m PRODUCT CODE SIZE COUNT R.O.WIDTH R.O.HEIGHT .�1='\ = F ------ NLGD6068L 5'-111A" 1 6'-0" 6'-8" . m MASTER BEDROOM 1 T-3• KITCHEN d _ DINING I 244DH2836 2'-7'fz"x 3'•5'fz" 3 2'-8" 3'-6" D r Y v 244DH2849-2 2'-71/z"x 4'-81/z" 2 2'-8" 4'-9" 3 ire 244DH2849-3 2'-7%"x 4'-Slh" 3 2'-8" 4'-9" ]'. r-. 244DH3049 2'-11%"x 4'-81h" 5 3'-0" 4'-9" - - CLO. G LD V G ', JELD WEN SP-680CL 3'-0"6' " 1 3'-3" 7 v � DOWN a 2 LITE ENTRY 5'q'L.O. ♦'b' S'O'G.O. a' ' ---------------------- a 4=10' --_______________ '. .. LINEN BEAM ABOVE -FOR 2X(o WALLS -FINISHED INTERIOR/EXTERIOR g SCALE: 1/4" = I' -SCREENS LIVING ROOM ] uNLE"oTHERwlw NOTED q OFFICE /DEN q 0 7 <11 GLO, DRAWN BY: N CLO.ra 9 Lo, � wlcdestgn 3'O° - B'-b' p'<• 34'-]' Bu^dn'Y Febwy 3,a00 b44DN3049 ]4�OH3049 344ONaH4'!3 i _ _ 4X8 ENiRT STEP I. - SONOl n IW a nATERIALB TBD. BIGFOOT BASES B'-10' D'3" B'-il" T•3° T-1° ] B ]q' p I 1 I 7 PROPOSED IST FLOOR PLAN ' AT INFFIDELD NDAnON EXPOSURE Ilall NAILINCs , - ---------------------- ------------------------------------------------------------- --!----------------------------------- - O GJ Ud NOTE FOR SHEAR WALLS Sd IS FOR GALVANIZED BOX NAIL OR COMMON NAIL ------------------ UP IOR 8s. AT ALL EXTERIOR WALLS AND WHERE NOTED r °'TREADp O a1/2"OR 5/8'CDX WITH Sd AT 6"O.C.AT PANEL EDGES AND 12"O.G.FIELD, STUDS AT IS"O.C,MAX. A 8"X 1'9"POURED CONCRETE FOUNDATION TO ACHIEVE 3000 PSI IN 28 DAYS W/(2)5/8"REBAR,TOP,MIDDLE,BOTTOM OF WALL.2' EMBED SET UPON A 10"X 20"KEYED FOOTING T ---, --- ---, ---- -- - W/(2)5/0"REBAR THROUGHOUT. f '-3° Tq' WWI)<10 J"BOLTS O&'O.C.W/3"X3"XI/4"PLATE WASHERS t _ __ --- VINYL WINDOWS SUPPLIED BY FOUNDATION CONTRACTOR -- -------------?===o- --_ ----? __,_____________' --- ___o---i-----------;---o I'�..'�[ WATERPROOFING BY CONTRACTOR 6 ---_" - o---� i f:------- (3)2XIO BEAM ABOVEZt 4"POURED CONCRETE FLOOR THROUGHOUT 30"X30"XIO"CONCRETE FOOTING W/3 1/2"CONC,FILLED STEEL LALLY, BEAM POCKETS 4 MBR 15" �� Q p•TREADs vIF APPROVED: . - - - REVISED: __________ e""m1 Februsy 3.M19 PROPOSED FOUNDATION PLAN A SOALE I/4°.I'q' } �v x D7— — — — — — — — — — — — — — — — — — — — c D 2 m O N - - A D T 11 s - s I I O _ O a5 X i I y x VERIFY IN FIELD A p � ° Xlb A SI Z A m m ' N � I a; m s Ii 4 Q N rn A II O � m m n O II c T-0• \, � II A o. _ r � . T P• �.nen'-0• p 1 E lI O �AA �: -O lb AOI�t O {O «A Sao �xn 9 TA {E(1D oDo-6aX Dx A -Z A D rN E F D AO ooB OAD B�Op08� U 98ENDO AOA ZZrO' A� pOANO A� DOO SAXOOB iC Ax�Li 0 < x N 7 A Z A @ = �_ AAO B w0 �1T«N Aim OO 3Nn n' AZ Zz M� 0 _ N P� Z pzA m JTIr N A O Ir m m y 3 z A O D IM D o William K5vaa1 W g 54 BRl,4lF'l OOV AVE N>'ANIN/S MA, 02601 a 563—S— t/� 11 H..cl,1.026:5 ;1-1-1.4--2016 a I-JI % 47P AEgID-BESTRICTION WHEREAS, John G. Callahan, Trustee of Briarwood Nominee Trust, 5670 Dewberry Way, West Palm Beach, FL 33415, is the owner of 54 Briarwood Avenue, Hyannis, MA, and being shown as Lot 30 on a plan entitled, "Subdivision Plan of Land in Hyannis and Hyannisport, Mass., Property of Alice S. Paine.et al, August 1928", being recorded at the Barnstable County Registry of Deeds in Plan Book 38, Page 91. WHEREAS, John G. Callahan, Trustee of Briarwood Nominee Trust, as 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 of 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 Works Construction Permit for a septic system in compliance with 310 CM 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said Lot, only to be rescinded by the written approval of the Barnstable Board of Health, be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, John G. Callahan,Trustee of Briarwood Nominee Trust,does hereby place the following restriction on his above referenced land in accordance with its agreement with the Town of Barnstable, Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 54 Briarwood Avenue may have constructed upon it a house containing no more than two (2) bedrooms. John G. Callahan,Trustee of Briarwood Nominee Trust agrees that this shall be a permanent deed restriction affecting the dwelling located at 54 Briarwood Avenue, Hyannis, MA and being Lot 30 in Plan Book 38, Page 91 and can only be rescinded by obtaining written approval of the Barnstable Board of Health.' i Bk 30084 Pg210 #59122 For title, of see deed recorded in the Barnstable County registry of Deeds Book 18123, Page 33. r� Executed as a sealed instrument this_ day of ND y , 201 Owner's s' tures STATE OF FLORIDA p r� ss Date 4� C� , 20-9 Then personally appeared the above named .J o 1 f� colt k�it, f� known to me to be the person/s who executed the following instrument and acknowledged the same to be their free act and deed, bef re me. ronexpires:_ Public My ommi (date) KELLEY L BURNS •,gyp,,......,.gLn, .r t r MY COMMISSION#FF038027 �`.' .....pa . EXPIRES October 3.20i7 •FOF Fla:♦ (407)398•0153 FlorfdatJotaryService,com t. A BARNSTABLE REGISTRY OF DEEDS 2 John F, Meade, Register 2 -4'-10' Was —__ _I --.-__ r-- I 1 - r - ----------- ---'�' of N on 60 - I 3457DM ,.. 3o8 .. is ��...�. •Ae�•, ,,,,..e .,;�.•�y.p.;..y,.Y r a --== walls Insulated to R-21 Min Clo,aeci \. relf`I84•rated � 4� � Spray foarn �erir 1 ban R _21 w .. . . �J x 4 1��• Finished walls and ceilini7 ,SB3721 ¢ ,'. x cs 5 .-;: A k�"JT,� I I uelu ��q�'ggg�^^{{'a:��' '$,��!']'•i� 7`"4 Fv. I�{ 1+4'umaWamJaa1YI11bY10Mtli} El o96 fo Gas furnace 16 SEVERAL EiTORAGE/ LAUNDRY - 23'-2"x 24'-5'° , �� &u. Ell •j•.: G „I .,•� (° b'IYkMHYY1M�IWtTulurnlW I + G - - - AW , Cta i e ».� m•r r .vs:r y `: u a�P oD 96°ro Tankless r 1 �.V — Nd O �, ,; 'y $ a r y tiMUSIC ROOM c va.'Inu,ra�am., u:, water meter 1 I-1 Q,I x 24 I-'6 n � d�l ri� � � �{ J r .:R✓�� 4•t'r F4�� �!;?h' .a ;�k �YecA f to �r�� 3� s�91��,-�� i --- i J r w Exterior walls Insulated to R -21 Min w « �-' Closed cell 184 fated ( ! c* Spray foam perimeter band R. -21 j �I►f p �. � -- Finished walla and ceiling EP stnhard utsndorr. 'T' � 6' 2897 � e ao VIA ' I S. > s . 3 r;b, • DRAWINGS PROVIDED BY: c0s>torner: ���� - - - NO, DESCRI�ION � g Q r NO. DESCRIPTION By nATr �". TITLE: i Faund3tioil Overhead—� EB S 21 615 i0 Garaoe frarnlno detail 7 -" EB 8'15,'2016 SCALE: Pros-pective° ELL a 21 Edvvi`I E Bowers Mlr.:�ohn Ca3all�1h aul Pion Elevation E@ 8811 2015 ] r e , cier�l— 8115 2016 p p ^� Rygh Ela_vatinn EB 8 SS,j-ZD36 F rrr c De S 8I15'2016 C`?L -# CS-0812,31 --- A R rey3tian 5�?51�5 _ ER@.oEc•roE-.scraYFUOv�: Basement 0Sf7RP' p �Y 5 v 10 'twaosto two bedroom hone � EB 6 15 201fi b 34 Blacktrlorr Circle e • 6 easementfl�ornian EB 4/15 2016 __ ppyF with garage and op)E to air breezeway 7 Flog fl)crolan Modular EB 5115E 16 East FF linocth,MA 02536 54 Briarorood Av.Eartue eccnd floor M orolan Modular B 8 15 201.6 �� 15 Aug 201.E Phone<50E-563-7650 7iyaanni5,ma o2601 —_—_ 9 Garacie rarcnr, deteilr. —_--_� --- _ — — 3 - 4 m v,®orsnm� � i r 40'-0" 29 1,1%2".'` 1T�4 1/2" 4'-6" WALLA ` . 'r-10 1/Z 7'-S 9/4" 1(74" 9-22 3/4' 72VINYL _� 3037 3037 Y� . ,� , ��, � x � -----------•-r ""__' "' iaro t t W% wzi 6. Ir OW i r E'Ll D. Bi•-1 B/WF1 ''r i 30 w, 1 FA�F VENTEO 12'-11" __ ' -.► F pRRU ENDWPL.L WALL L C#iS LINES t i G'a IIE BY OTHERS i I DATA PLATE. 0LJ ! a , e i i-ga5'x19 4' LVL ER ADD a-2xa 4-2xa 3-2xa ' 2-2x6 1-5.25N29 LVL ER MOD 5-2)t4 1- T WFi - I Iml S. -, / —�"� _ " f� _ _plus L � _ T xLl'-4° LV FinaLmom FIT rk.�yflN VT Br ill T)1 f i(- • - ...., . - Fl[T CW t r I Flat Pop th I C1,G S TWN N -_ R I \ 3 ! OWECTION WTNE� SY OTMRS 0 QS 1/2 e c i CD • e� m x�r � -�, ir7 Fu _ - - OW STM d•(tRA..ry ON 5LO By •-+ w NIM FINISH FLOM <W ABOVE CRAM - - TO tad STY FLOOD ZONE -'NO tyay 0T4m FOUNDATION TYPE - BASEMENT �'���¢• STORIES BALE ABOVE 1 NO CORDER HOLD-DOWN (4) 15'-9" - '-3 1/2" 3'-1' 12'-9" SIMPS0N #STl-M4R A 30.16d SINKER NPILS e PROVIDED 6 INSTALLED F BY BL OR AT ALL EXT � __ CORNERS (OR EOUAL) - _ - ffi __- ...,.__ SEE DET *1 SHT' 7a_2 34492 36SL2 34492 — — .. 5'�8 1/4" -� .k-------="ill 1/a° _ >� - WALLS/PRO ECTI'ONS >S" FROM LOT LINE r _ 32'-6" WALL E3 � 21'_9<' APPLICABLE BUILDING CODE MA BUILDING CODE F07t CTFD Sth M, I. s MA FUEL GAS AND PLUMBING CODE FRONT PORCNt INSTALLED ON BY OTHERS r 412 IECC. 2014 NEC W/ MA AMEND a a A— WHOLE HOUSE VENTILATION BY MODULARMANCI&-t TURER PORCH POST'ONISTTE BY OTHERS Z 2-2x6 HEADER 2x6 SFF02/1 RAFTER 2a"OC 289 f BE P TIGHTNWORMESS Sr SLOWER A TESTING TO 4' _ _ T� I �� -` - ■ n7-"e2 16 Cdi REV . '- BE PERFORMED ON-51TE BY R MASS. CERTIFIED AND 1194 L SS UPISFT L#�E ti o BUILDER, HERS RATER OR OTHER O1Jf�IFIED � �^■ � • PER 2D12 MCC RFAUIREMEI�T S SEE SYSTEM SHEET iM DETAIL *3 FOR CONNECTIONS _ n area ro e ov a era O1A 1p pp� ��y •o' O1 12 tJL- GFI REV S - 6. SIDE WAL La 2x6 1Fi x Y�i t Po •67QK49&DRt 09-15-15 REV 'ate 710 MPH no-ZME=J���1 ppq " MARR WALL c 2x4 16"Oc WINCIOWS= SA-VERLINE OH DESIGN SNOW ZONE= 35 osL `r am '3- d5M ......o.•'•� S1• WF41.■ FLOOR XT 012K 1" CLG� R S6. WALL- R-24 ROOF= 5/ a °pro 6 12 'be 16 nC 1 VU1 c' 71°z ALL AMERICAN 1 CAS LAMAN e wt T f AIN,rT�EE �`-' ..�'•O" 7>18` N>TA: = s • FT..�R CTF, GIRDER-- 6-5.25" LVL FLRz R-3rt#OY Ol'WEa35) DESIGN M/i(dd1 Z = 11D SSG - - - �rx�., n - , - +e, - IM1IYI IdtB "k \ r. CLG HGT, E D (SEE _ ar .' .g F Ilse' rd�.NRm' FMn_ BSMT COL - oe'4s STAIR OPEN'S BASED HY�uS,MA 02 AVEVE FLOOR �' CUSTOM rrttetsea ©�' LA >>>>>NOTE: DBL STUDS AT SMTG EDGES FOR ALL WALLS w/2 EDGE FASTENnVG«« '- L - ■ ON 825"/IOU GEOMETRY iRNStfBI.E.GO L1F2M -2�1 1�/40=1'-0" �1 ]cJ(_QOn .�.. DRAWINGS PROVIDED BY: CR14tOrF9ef:A �---- -����-- NC. �b ESCR]PTIUN T-�, NU.�_ DESCRIPTIUN B`( UATE Bowers - SHEETTITLE' 1 Foundation overhead EB BSSA2p16 10 Garaaeframinodetall2 — F[ 87S!2016 ��Q.�: �r�5pe�tlt9E• Ell E��Wifl E L�®VU�'I"i t. ) Frnnt Elevation _ P.�_V frarni, tdptail w 8 15 2015 r .. ', ' - 13L7.hS.°.L°Y!�..IJ.Qft_— — EB 8 15 2016 1 rf nt nrrh c Uetail ,-,-� B'1.5'2 6 SIP �EP�@ff1 � �I<"9B9�CR C:SIL # CS-C?$12 i1 �anl�c7r-D� r..RIPTI®�_: `— r p { yn a �_ F 1s z 1 _r _w • - - First F co .F�loorpy la'R ,4 Rear Elev:e inn Twos or two bodroom hGMe 1" 5 I, ev�tlon EB 8/15/2016 34 Blackthorn Circle g 9 VC;e a'r tynecYewa 6 !aserneht Floor lan. EB y5 z5L016 _ _ wit aaa earid v mo��1.�B d�° DATE . ' 7 East Falmouth,3- UZ53Ei 54 Briairvwood 1tAwn�Ue 8 Flo'x f' .'rel ry-MQd�ular_ . Ee B 1! 512016 _ - Phone SUE-563-7660 8 'e�cndfloorfloorolan:Modular EB /151�16 _- — 15 Aug 2.016 ,. _Ilyanre65, Ma Oa:6(11 <' 9 Garay a framing detan41. .' EB 8.1_`i(�016 - �,,,�— ' • 2 on191ifC6116 N . i ' ndym. - I Idu � ar ®c44�1 ¢ y L -0'-0" 26'-11 1./2" WALL R L 9'-9 1/41, 'I( 1 4 _ u'-7 1/4" 20'-3 3/4" Z-4" 3449 �; y✓ � 411"— _ _ 4'-9 9'W4" m - - r— •CM 611 I - _ sTtka 260 En h1 R p0cmDEL rLR�yTR I� Ew:x..t...�.TUC3 AMR T r � 1 TFL ' LC016 /'•`' 6[F�13'^`\ � o �r� j Lia13E1. p 130 Z 2x6 2-218 I 1 9«2x4 3-2x4 —�-ice- IT T/—i / �rr-� _ to 22'-1" _ a0'-91/Z, I 1925k11 4° LVL EA MOD � ��atral[)+f�fflte k°ili(p�.frV Ol , 00 m rn D LAM. 1 CORNER HOLD-DOWN (4) w , 22-5" -1" 12'-9" in SIMPSON •LSTA9 W10d NAILS b — m PROVIDED 6 INSTALLED BY SLOR AT ALL EXT CORNERS (OR EQUAL) 1st STORY CLG PERIM TO 2W STORY FLR PERIM 34492 I 3449 34492 ,�.._,•_.,,•.'F'`�' � G-11 9!4" 10'-2 3i4" .�__._____--d• 3-1.1- FACTORY thiSTALLED •1.STA12 m 4.10d NAILS PER LEG AT CORNERS FROM STUDS TO 'D 32'-6" _ 21'-3" WALL 8 6'-9" CLG s FLR PERIMS (B-TOTRL). WWI • AM ENNIERBtJ9L.DERS '�•mm D7-22-16 PF5 26 3 y, �..1,._ _, A srra as o rrcxv maml sc amOS••1D-18 DM REV � t� 11. 8{'>SUG kFONTB - fln 'M1 701 . w 2 6dr Fir f9f Al .i4 i17G9• (mtF L °�s 01-13 15 pM REV ,• •J la, SIDEWALL- 2xG 16•oc ALL AMERICAN / CALLAHAN �D ' REV vo o'�°gr� off° *oc MARK WALL= 2xa 16 R NSTREET • �'��0 a rot'-s' st 149 }^ q 7li8' Y 9Y -- -----------_ f uw ra •• .....• `��`` e • ff411 #" 7/lt8' '. Npn' 0.oGOM r ox^ 15'oc 2 STY F4 QOR PLAN _ CUSTOM �� •� 4s��' ` f » NOTE: DBL. STUDS FIT SHTG EDGES r'OR ALL WALLS w/2 EDGE FF4STENTNG<e« IpgM . . Dial er± ams soars roB,�rw � Y ��� _ ORM B-28-14 31909c_000 ,g1e s ip DFtl1WI)C 5 FaFtUV)CrEl7 E3' : --- - Customer,-_ -�- -�- rr0. oESc Pr oL NW_- ry OAr rdo. —r)EscsuarlON By n �- t Bowers* TITLE: 1 FoundatlonOverhead EB 8152016 10 Garage framing detail2 Ell, 8152016 SCALE: Prospective Edwin E Bowers* Mr.,Jloh.n Calla'Ihiirl Frort Elevj2ji•p•[2 %EB s is z 16 no detail 8 1.5.2016 r C-- .� iiioh Flnvatign --T� E 8 1s�016 1°ront omrr_h rleclS•petail B 15 201.E CSL �# Cry f) 31,231, --15RC l�crr nu=s��LiUT76N- ��C®91C� fV F I®mr ���t a a f �vacs2n _� _ �_ sL s�- — O' r p `EB 8IS-2016 Two:"-torry two bedroom home b Basement_floorolan — 34 f3lackflrorn Circle B 8 15 2016 _ with garage and open air breezeway Aoidul ar - - DATE East Falmouth,IhA Oa 53a 54 13ri 311NOOd Avenue 7 fr I Fl rgl�ry t�4d liar _ E8�121:16 — _ _Phoit-!a0(3-563 71i60 F3 econd floor floorQan Modular _-- 'EB15 AUg 20I6 Wyartrli5,I`fl�02601 Gara e framingdetall L- - EB -- J n t na de' . --fl Ar W N ,- Roof framing may be replaced with _, " ��.. -�I 2,x 8 roof rafters 16" O,O. covered with 1/2n plywood. engeenered truss � �- " � v ,y 3" edge 6" field shingles to match home with 2 x 10•ridge metal strap over ridge at each rafter T i. II JJJJ � a with ridge vent \, 2 x 3 Knee walls 2 x 8 ceiling joist @ 16" O.O. joist hangers.at beam F 26" x 54" access framed and headered for future } ,R NJ St �i D'1"T 2 Z ` / \ 4-2"x 12"KID beam ` I fastened together with 3" each gable end corner #10 wood screws see detail supported with 3 1l2°lolly Double 14"Microlam lateraly braced top and bottom Narrow wall construction Maximun span 11'6" 10 ft ferticial 36"simpson strap each juetion sheathing DTT2Z each gable end corner 3,°perimeter 6"field Av p G v1. 10", wind agory B.. . 5 LtJ snow load g' =. -- ---- ---- 241 - `f DRAWINGS PREVIDE:D BY: Ct15tOmer._w ,,,�„_,,,,,.-.. SHEET TITLE: N0. ,�,,,�,FS�,t°PT,TQ�J �� -�� N0. DESCRIPTION Y ,,,,, ,2 J 1 t L L 1 1 N II_ Four„�?,,,°,,,dat,pn Overhead-�"�"�"""" Eg g1 2016.. iQ C,�,@r ,framing det, l 7„_ '°� _, EH 8 151�20t6- SCALE: Prospective Edwin E Bowers . Mr.john Callahan FI LLF,teYlI18P I ��6 > gg vy��fLtlStl[L6fl�idJ_.___-_- 81572016 U. C C r� y ,,�i - .,—.... �- C S L # C S-Q 8 1 2 3 1 l�Yatillo__ -�- B 81 1 Pi30JECT DESCREPTLOid: Cara _— € 1�1�2Ei --- - ��T ��' �ra[�11i1Q t�visa___ B B is 2oi6_ _-- _ 34 Blackthorn Circle Twostory two bedroom home 6 Basement floorglanJ `' - � 8i 016 _ ~�~ T East Falmouth,MA 02536 with garage and open air breezeway dletail I F1 fEFoprolan rygay� r -; 8 i6 - UA I F 54 Briarwood Avenue ,econd floor floorolan Modular ,,� B. 8.1.i/'01 - -- .:..___._ --.-.-- -.-,--. Phone 508-563-7660 - -. �Yannus,Ma026D1 �G ra r min�dc atl 2 1 ____...—,...__�_._.�.....,_�._.......�......°.� - .�..��..._ —r_.�..�._....____�.....�...—.�....�.... ....�.,.:..�.,�..�......u..e..+w+..,_—�-u._ _..�....- _. .__.__.�_.�....r...,.-..�,..°u,,.+wuir'ua:vr�'.. .v..,......r+..�.....�..m....e- -.."`'�Q.. ,. .u,..._,�.�..............� ...._.........._....„......_,.�..� __ p W W W W W 4W W W • • 1 4fRgg' rrAgM it ua , s Hurricane strap each rafter all headers under 4' p /or Timber LOK er manual 2 2 x 6 with 112 pl covered with verticial 1/2" plywood 3" perimeter 6" field - - Tyvex-paperand Vinyl.siding.,to match home I 10 ft verticial sheathing 3 perimeter,F"field - I L --TIF -U L-�� 7' 1 V . i �° .1 � - I V 34 114" x 39°1/4" a 0 a ° min 4 frost protection v t9N r o - P 110 Wind M.L gy � 3 5 L B snow load •...»••.•-' NO. DESCRIPTION '—� NO. DESCRIPTION BY DATE -- — • DRAWINGS PROVIDED BY: — ---_Customer: --- SHEET TITLE. 1 Foundatlon Overhead EB 8 15 2016 a Garage framing detail 2 EB 8 SS 20i6 SCALE: Prospective Edwin 'E Bowyersy Mr.]ohn Callahan Fr n v tion _.Ea_815 2016 BrfezQw@ytMminrtdetail 8 iS 2015 CSL #' CS-081-231 4 r legation E 8 IS 20i6 a�Detail — B 15 2 16 PROJECT bESCRIPTION: GarageEer _ Twostor two bedroom home fratl'9ir19 5 v ro EB § Ss 2016 _ 34 Blackthorn Circle y 6 Basement Floorolan — EB �15 02 i6 _. —_— DATEIL 0 East Falmouth,MA 02536 with garage and open air breezeway detail 2 F' t Fl r Fl r I na Modular _ EB 8 15 2 16 54 Briarwood Avenue 8 ;ewnd floor Floor Ig an Modular EB 8 ,2 16 1 S Aug 2016 Phone-508-563-7660 Hyannos,Ma:026p1 — — _—__--_—_' -_ rt ____M-- --� 9 Gara a framin detail 1 _.___ EB 8 15 2016 - -- _—_— 1_L2 - -�- aw a a Bji ® n. all • • "9.zwa� ' . I n & _ 110 wind Catagory By Roof Una 35 Lb snow. load four, 2 x 12.PT beam supported by 6-x 6 PT post supported by solid lumber with 12 sona.tubes ABL1 i6Z post base 2 x 1Q ridge to foundation Post Cap LCE=4 on end 2 x rafters covered with center ridge supported JJ / 1/2"ply and felt paper / on,both ends / I AC on middle 1 d' span r11a shingles to match home �Z 13 ft max span i 2 x 6 ceiling joist and fasia f W- �i/ ceiling finish bead. board vinyl���/ ' =00 2 x 8 rafters Timber LOK at each / C double 2 x 10 Ridge x n ceiling i metal strap over each joist ' a-2 x 12 Pr beam _ 6 x 6 PT post vinyl sleeved M // / / M/l/' /�BU662 post base with fiL6 or!_C;E4.post to beam , J / / // � / / / / /// / glade or elevation _ //// //� detail pg 1 l //// four - 2 x 12 PT beam supported each end solid I�fnlber to foundation ,;/� / , ir ///j/��' ze 7 • S. iv < F r•. --~�--'—" -- NO. DP,SCRIP-f10N B T NO. DESCRIPTIONS BY ATE -�— - DRIAWINGS PROVIDED BY: Customer _ SHEET TITLE. nne`aip2 ^� EB 815f20_6 SCALE: Prospective - Ed1/Vifl E �io�N'erS 1 Foundation Overhead � E8 8/15'22h16 10 Garaae framin Front Qevaft lon ER 8./15'20 6 r - 8 15 2016 n/�c�y y ��a�t1@�t1 °�"a�9cfrY rt Fl vation — - E 8 ?016 F1 ^� CS L •# CS-V€i 1 23 J PROaEC7 DE5<;RIP{ION: �p 4 R 'r levatioii — �12016 deck Detail 75 2 16 lrwRsto two bedroom home ®r��s.A�.�a 7' ����, 5 L EI v I n ����_ E B 15-2016 - 34 Blackthorn Circle rN 6 Basema_nt floor Ian — EB eti 2016 _ DATE with garage and open air breezeway deital llS 7 Fi Floor to r I n Mg�1 I r F:B. 8 I5?.016 East Falmouth,MA 0`L53ii 54 Briarwood Avenue a SecondfloorFloor Ian Modular EB a 1S 016 SS Aug 2016 Phone 50f-563 iG60 H. annis Ma 0;2fiU1 �,— y , 9 Gara a framing-detalt 1 — EB S/IS 2016 .'Y^".'.^."'�. -W �_�...- -.._.-.._....� ....�..._ .`�'y,••-.....,......�+.••».+...,...,........... ..-�._.. - -.+mow...-..-....._ ��. .��. max..f.,r ! la • • LBri 11 zVVi dme • � , - 110 wind Catagore r Roof framiha 35 Lb snow. load four' - 2'x 12,.PT . beE am-supported by 6,x 6 PT post supported by solitl lumber with 12" sona tubes. fABU66Z post base 2 x 10 ridge to foundation 2 x 8 rafters covered with center ridge supported Post Cap Ll,B4 On E'.nd oil, ends / . 1!2"ply and felt diaper � . j ' AC6 on'middle 10' spun n1ax j shingles to match home / 13 ft max span 201 %t /�X 2 x 6.ceiling joist and fasia ceiling finish bead board vinyl -- //�/f/ oa 2 x 8 rafters Timber LOIN at each CD 2 x 10 Ridge c X b Cc^Ilinc �~ I metal strap over each joist ` a-2 x 12 Pr be Z 111 — — - - , 6 x 6 PT post vinyl sleeved j/// �/ / /�/ /// �,��' ABU66Z post base /� �� with A06 or t-CE4 post to beam /�/��,�/ii// iFM//, grade Or elevation _ —-- /% !�/,'/// /// i �� / /// ///// detail pg 1 four Z x. a 12PT b.�,a m supported each end- //�/�,/ ��'�//,,j /j,/ ,/ �/,j, / R. solid) lumber to foundation 2A 7VILLE 4. .' 9 r MASS. < flag aRl kOtO DRAWINGS PROVIDED BY: CC15tomer: —_^ _ SH SHEET-TITLE:�I�r NO. DE'CR1P'f]ON _ g T N0. DESCRIPTION BY DATE — c © J L. T.Tl y ��, 1 Foundation Over ad Eg. 8 15 20i6 IO Garace�rraming detail2 EB 8 15�2016C.A.l:E:. P1"O$pCC$IWG' CAW in E eiC)'1/Vf'rS _ Fro Av 1'on Eg /15 20`16 - fict4]RSLd 'I� 8 15 2016 N@r.3ohn Callahan . CSC CS-08i 2 J _ .Lwatgl ^ _B. 8 15?016 F c t �I yj/ VGJ1 PR0.1EC7DE$CRIPiIO_7�?� 4 R r nation E ]. _ _ Breezway framing S Left Elenation EB 8 15 2016 Twostory two bedroon'i home 6 Basement flcor•`plar- EB .11.5 2DI6 DATE 34 Blackthorn Circle with garage and open air breezeway CBQtaII�a 7 F FiQ r 0 10 Mom Ira Fgffl 5y2oi6 15 Aug .()16 East Falmouth,MA 02536 54 Briarwood Avenue a Second floor flooraian Modular F5 16 9 Phone-508-563-7660 Hyannis,Ma 02601 9 Gara a rramin detail•1 — _ ..�..— -.------3.— — EB' �2016 --. — _____________ _._. ---•-^ _. _ ._—_.______ ___-__�._.r. _...-__ __..._ a ' • % • • ou Lin 7- x 8 PT fI ®� s}� teem • \� AG42 top of post a to modular home porch covered With composite decking ccrosealed fastener system. 4 x 4 PT post LUS28Z Ledger Flashed and end of each joist Attached With 5"Ledger LOK staoered ROANS 6"O.C. finish floor � I home Simpson strong tie / A8U�t base 6' 1 1/2" e„ framing Dock B" Ji m 6 finish grade Ifli t2"soon nms �` 4-5 311 48"min vi aelowgrade LUC26Z \�..,� \ Max p: Luc�:6z this Location �` simpson HUC28Z /� bet veep post this Location consealed hangers I for double 2 x 8 beam' / J 2p9 s 4 35 LB snow load VILLE . - DRAWINGS PROVIDED BY: Customer: P1C. DE CRIPTION B D TE NO. DESCRIPTION B`! DATE SHEET"------ . �� �; - 1 FoundaUonOverhe�rd` EB U15 2016 10 Garaoeframing jgTail2 EBS�r20i6 :9�.�'..�-: �r®S�SfrC�IWE: Edwin E Bowers �-.�®I�rr1 C�llaha�' root,ge�on Ee 8 15 2016 'ewav r r i rfe al B 1s/20;.6 r. `> 'V - EB B 15L2016 Fron rc6 pc -e it 8 15 2016 C:SL '# CS-081231 - _ :� r _ PIR--'. 'T DE5CRTPTTON: 3 P ts0_ — -- $L��L?l3 iF°rt��t pc��+ch'd�e�k f • .vatlo E B 1s 201s - — r, TWOstory RY�p bedraonl hums 6 Sa5em0:nt Floor lan EB 8 15 2016 34 Blackthorn Circle with garage and open air brerezeway d till.t Flog(I��Ian t r ED B is 2o1e DATE East Falmouth,MA 0253ii 54 BHA Avenue ° - �-1-- — ' Phone-508-563-7660 - 8 Second floor flooroIan Modular EB 15 2016 — .—_ 1.5 Aug 2016 ki]fanni6`N7,a 026C3 Gara a sramin detail 1 EB /15 2016 _ _— --p s f b F114ET''.\ 'Town of Barnstable l:I RARVtiTAUIX. MAS X. Board of Health 200 Main Street,Hyannis MA 02601 i Office: 5uN-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Conniff,D.M.D Junichi Sawayanagi March 5,2015 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 54 Briarwood Avenue, Hyannis A= -121 Dear Mr. McEntee, You are granted permission, on behalf of your client, John Callahan, to construct an onsite sewage disposal system incorporating a Secondary Treatment Unit at 54 Briarwood Avenue, Hyannis. This permission is granted with the following conditions: (1) No more than two (2) bedrooms are authorized at this property. Dens, study rooms, offices'fin ished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two 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 septic system shall be installed in strict accordance with the revised engineered plans dated January 26, 2015. (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 January 26, 2015. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for pH, TN, turbidity, temperature, DO and color. (6) After two years (after 8 tests are conducted), the applicant may request a reduction in testing to the Board of Health. Q:\WPFILES\McEntee54BriarwoodAve STUPermission Feb2015.doc 4- (7) 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. (8) The applicant shall adhere to all of the conditions contained within the Department of Environmental Protection document entitled 'Standard Conditions for Secondary Treatment Units Certified for General Use' dated February 19, 2013. (9) The applicant shall adhere to all of the conditions contained within the MA Department of Environmental Protection document entitled 'CERTIFICATION FOR GENERAL USE' document relative to FAST treatment systems dated December 30, 2010. This permission is granted because the application meets all of the requirements of the State Environmental Code, Title V. The Code allows an applicant to construct are additional bedroom, in this case two bedrooms, within a nitrogen sensitive area wherever an approved nitrogen reduction secondary treatment unit is proposed and the parcel is of sufficient size. Sin rely yours, r ayn Miler, M.D, ChaiXan Cc: liarnstable County Complex,I/A Systems: BrianALindsay,Old Jail Building,Box 427 Barnstable NIA 02630 , Q:\WPFILES\McEntee54BriarwoodAve STUPermission F6201 i,l,)r F Barnstable TM� 'Town of Barnstable RARM"V& Board of Health Q ► " 200 Main Street,Hyannis MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 5, 2015 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 54 B_riarwood Avenue,"Hyannis A 289-127 Dear Mr. McEntee, You are granted permission, on behalf of your client, John Callahan, to construct an onsite sewage disposal system incorporating a Secondary Treatment Unit at 54 Briarwood Avenue, Hyannis. This permission is granted with the following conditions: (1) No more than two (2) bedrooms are authorized' at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (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 two 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 septic system shall be installed in strict accordance with the .revised engineered plans dated January 26, 2015. (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 January 26, 2015. (5) The wastewater effluent shall be tested quarterly for the first two years of operation for pH, TN, turbidity, temperature, DO and color. (6) After two years (after 8 tests are conducted), the applicant may request a reduction in testing to the Board of Health, Q:\WPFILES\McEntee54BriarwoodAve STUPermission Feb20l5.doc (7) 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. (8) The applicant shall adhere to all of the conditions contained within the Department of Environmental Protection document entitled `Standard Conditions for Secondary Treatment Units Certified for General Use' dated February 19, 2013. (9) The applicant shall adhere to all of the conditions contained within the MA Department of Environmental Protection document entitled `CERTIFICATION FOR GENERAL USE' document relative to FAST treatment systems dated December 30, 2010. This permission is granted because the application meets all of the requirements of the State Environmental Code, Title V. The Code allows an applicant to construct an additional bedroom, in this case two bedrooms, within a nitrogen sensitive area wherever an approved nitrogen reduction secondary treatment unit is proposed and the parcel is of sufficient size. Sincerely yours, Wayne Miller, M.D. Chairman Cc: Barnstable County Complex, I/A Systems: Brian/Lindsay, Old Jail Building, Box 427 Barnstable, MA 02630 Q:\WPFILES\McEntee54BriarwoodAve STUPermission F62015.doc Certification for General Use Page 5 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections, maintenance, repairs, responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and MonitoringRequirements 4. System effluent total nitrogen (TN) concentrations shall not exce d 19 o 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. JEjeutest observations of dissolved oxygen (DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box,pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance (O&M), sampling, and field testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System, the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV (8). 8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be.at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV (9) and (12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV (13) and to the local approving authority in accordance with paragraph IV (14); and d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days, describing corrective measures taken,to the System Owner and the local board of health. , 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph 11 (4): Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year, then a minimum of twice/year thereafter, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV (11) below,.and as determined necessary by.the System Operator. See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies. htm#tSpols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year. At least one sample must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample. Field testing shall be completed per paragraph IV (11) below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). c) Systems in operation prior to issuance of this Approval, which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. TN is measured as the total of TKN (Total Kjeldhal Nitrogen),NO3-N(Nitrate nitrogen) and NO2-N(Nitrite nitrogen). 10. Flow Metering: Reporting of residential System water use is not required, however it is recommended the Operator record water meter readings if available at all inspections, or otherwise estimate System flow, to assist in addressing possible operational problems or issues. Flow measurement when recorded shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under a prior.Approval that did not include a wastewater flow data reporting requirement, if no flow meters are available,the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etc. 11. Field Testing: Temperature,turbidity,pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://www.mass.govldep/water/laws/ policies.htm#tSpols. Standard Conditions for Secondary Treatment Units Page 8 of 16 Certified for General Use Last Revised:March 20,2015 4. An individual household shall be monitored at least once every 12 months (exclusive of alarm responses or other maintenance visits). 5. Facilities (residential and nonresidential) with a design flow of less than 2,000 gpd, other than an individual household, shall be monitored a minimum of twice/year with a minimum of 5 months since the last monitoring inspection(exclusive of alarm responses or other maintenance visits) and a maximum of 7 months between monitoring inspections. 6. Facilities (residential and nonresidential) with a design flow of 2,000 gpd or greater shall be monitored quarterly not less than 2 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and not more than 4 months between monitoring inspections. 7. Systems installed under this Approval shall be subject to the following Performance Requirements: a) Wheneve field test,,Jindicate �eesired he specified range, an exceedance of the turbidity limit, or D.O. below minimum, the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect an effluent sample for laboratory analysis for BOD5 and TSS_, b) For an individual household, if laboratory analyses indicate an exceedance of 30 mg/L BOD5 or 30 mg/L TSS,the Service Contractor shall conduct a follow-up inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum, the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect another effluent sample for laboratory analysis for BOD5 and TSS; and c) Whenever two consecutive sampling rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS, the System Owner shall be responsible for submitting to the local Approving Authority, within 90 days of the second exceedance of the limits for BOD5 or TSS, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. i r I' R O ,; M1 5 li 4r'. *;• -Town. N h s y a �a ol I S- ItIflool r r fto tC�n r 6.6orrcS HEET TJT LE '�" LP .� i.; r 4 V•`Ms ,•ra X 4.E s r .lU 2 r fT V �L t�� y+ N r 5 a II N C 0 R P 0 R A l E 0 getter Water. Better World.` FAST® SUVICO Manual FOR USE WITH (NSF Std 40&245)MicroFAST®0.5,0.75, 0.9, 1.5 (non-NSF certified) MicroFAST®3.0,4.5, 9.0 (ETV/EPA tested) RetrQfAW 0.150,0.250,0.375 NitriFAST®0.5,0.75,0.9, 1.5,3.0,4.5,9.0 HighStrengthFAST®1.0, 1.5,3.0,4.5,9.0 ��� K`r }�'+az fi�Q � � r �'.(._ �: h 3'f� ��C��♦��i � �CedlW19 Br 1 i � .f+ - y�y�`: Higt�Strei�g Sy, S T Y`�.....II;'s.�� .K �� �.. . . `• dam"-•�' wastewater �'r.. Lrea6nent a� r 1 �� f`r�c;�Sis��"� 't,�^,��.�'Sx�y:�`�s�` ia *,s�,:a.�,'razz aka: :_ � � E:'x�a?.��r. r:�'��i'�c� �, le�+�,F acv'a �. �_. .� t' t yak t�c�•s s'`d;�: v v � k V FAST Service Manual©2009 Bio-Microbics,Inc.Revised December 2009. FAST,MicroFAST,RetroFAST,NOFAST,and HighStrength FAST are registered trademarks used under license. 1 i Pe SERVICE AL OR LISE WITH FASr SYSTEMS: (NU®Std 401245 cert.) MicroFAST®0.5,0.75,0.9,1.5 (No -NSF cert.) MicroFAST®3.0,4.5,9.0 (E /EPA tested) RetroFAST®0.150,0.250,0.375 NitriFAST®0.5,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFAST®1.0,1.5,3.0,4.5,9.0 GENERAL INFORMATION I FAST®products are ETL certified for safety(electrical,environmental,etc.). One or more of the following patents protects this p ocessi 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International, the MicroFAST®0.5, 0.75, 0.9 and 1.5 s fstems meets NSF Standard 40,Class 1 and Standard 245 certifications for single-residence wastewater treatment devices. If y u have questions regarding any Bio-Microbics products,please contact us: 800-753-FAST (3275) or (913) 422-0707 e-mail; onsi>te@biomicrobics.com About FAST®: The FAST®(Fixed Activated Sludge Treatment)system uses naturally occurring bacteria(biomass)to treat sewage for dispersal into the environment. This continuous process provides the biomass with waste (food) and air in a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for p riodic removal. e FA T®process consists of the treatment module and blower.The blower provides air to the system via the air supply pipe. Tie air supply pipe and draft tube create an air lift. The air lift mixes oxygen and waste throughout the media inside the tank. 8acteri grows on the media and digests the waste.A vent pipe expels harmless vapors created by the process. __- - --GENERAL LAYOUTBlow r Housing �- B Con tr I Panel - '' D ,.. AirLi a Piping C Dt Vent(j)and Obs.Port F E Access ®®a H' F FAS Unit F 4 G Tank � ,. Pnma Zone' Seconds Zone H Outlet to Drain field " LEASE NOTE: There maybe associated equipment with your system: pump(s) (before and/or after the FAST® unit), d stribution box,disinfection system,irrigation system,remote alarm,auto dialer,etc. 2 i SYSTEM COMPONENTS i 3 (21—� SOPPLIEP 12 ■ 5 13 6If replacementparts / ••-• •ease have the sprial a �ii e e • e I •e e '_� ' •'� �t� f �— t { 1 �2``E'`tea .."F t wti ' t to eat Option Lid Option r'°'f •e e • COMMON NAME 1. Blower Housing i 9. Air Lift 2. Blower 1 10. 4"Outlet Gasket 3. Blower 110 Piping,Inlet Filter Assembly, 1 11. 6"Observation Port Gasket 4. Blower and Housing Screws 12. 2"Air Line Gasket 5. Inlet Filter Element 13. (Optional)Foot Top 6. Louver 14. (Optional)Foot Bottom 1. Liner 15. (Optional)Foot Screws 8. Recirculation Trough 16. (Optional)Lid(Not with MCF 4.5 or 9.0) E ULAR SERVICE MAINT'Ef ANCE Always secure all access covers to prevent outside people from entedng fhtij tank.Only qualified service personnel should open access pods and/or covers.Infectious organisms exist in a septic tank.If any contact with wastewater,Immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result it severe sickness ordealh.DO NOT use flame or spark near aseptic lank''l access points.Gases emanating hom septic tanks can explode d ignited of deadly it tahaled r Blower Housing intake for obstructions. j V ttsi and Observation Port. I I (;heck for obstructions �— r` #I _ The FAST® s stem's blower ALARM-Checkaudio9 uual — - — y alarm by turning off breaker on front makes a constant humming of panel.wad 10 second for delay. s noise, much like a household refrigerator. Under normal Ns �„ SOUND conditions,the blower should last years ears without need for BLOYVE -confirm � •sk�'"'tp bloxer operating replacement. If an unusual noise correctly Clean filler is heard, refer to the Trouble- elementi sideblower EFFLUENT-Observeeffluenl - intake ssembly. `' after FAST.ttshWdbedear Shooting Guide. with a'muW odor(not septic). A musty, earthy-type of odor is normal. However, if a sewage ODOR odor(rotten egg smell)is detected, i INTERNALS-Checkreactionchember � ;: refer to the Trouble-Shooting for vgorous splash.Remove bio- Ids T 1 Guide. rI edperiodically lehtlpocedue= � tmder'DO'S&DON'TS-in the yard' is SAMPLING Refer to A properly loaded and Operated Section oiI'smaovall. coLLEcnoNOF FAST system will produce k " EFFLUENT WAKE' effluent that looks like tap water.If section of[t,icmanuat. SIGHT ;x the effluent is turbid, opaque, or -�..v ,,. ...• �r� _r.% z ._ ,,. _,.. suddenly changes, refer to the Trouble-Shooting Guide. 3 i i i I 1310 & DOW TS......What can 1 put down the drain? lease refer to the list below forjimportant information on how to help keep your treatment system performing,as it should. Do of put i hese items down the drain: ANIMALBONESISKIN EGGSHELLS PESTICIDES AUTOMOTIVE FLUIDS FILM DEVELOPING WASTE PLASTICS BANDAGES FLOOR•STRIPPER r- RAGS CAT LIT7T jl HERBICIDES RV WASTE CAUSTIC CLEANERS 11 HOME BREWER-Y-W-A-ST-E--1 SANITARY NAPKINS CIGARETTE BUTTS I MEL.N RINDS SOLVENTS COFFEE GROUNDS METAL OBJECTS STICKS CONDOMS MODELING CLAY STRING CORN COBS JL.....tjNT�l THINNERS DISPOSABLE DIAPERS r PAPER TOWELS WET WIPES RECOIRD KEEPING DISINFECTANTS/CLEANERS eep a copy of all pertinent literature(including this manual), Use according to the manufacturer(s)'s recommendations. ans aid service records about your wastewater system Cleaners that use sodium borate; sodium bicarbonate and along with other home appliance documents, which may sodium carbonate are suitable for use. Products containing i(clude drawings/plans of th;e site and all installed quaternary ammonia sanitizers (liquid fabric softener, equipm nt. Record all applicable information at the back of commercial cleaners,etc.)or pine oil cleaners should not be t is ma ual. used.Use drain cleaners as a last resort to unclog pipes. REGULAR MAINTENANCE PERSONAL CARE PRODUCTS hould be performed by a qualified service company; Be aware that some hair care products add harmful oils and r gular, professional maintenance is the best method for chemicals to the system. Use anti-bacterial products and e surin y long life for your system. other personal cleaning products according to product instructions. UN RYMIATER USAGE pread wash loads throughout ithe week. Instead of liquid MEDICINES f ibric softener,ftener, dryer sheets should be used. Use low-suds, ; ALL antibiotic medicines are harmful to the treatment quality. biodegr adable and low phosphate detergents.Always follow Unused medications should be returned to your pharmacy, anufa turer's directions. A w,istewater treatment system doctor,or thrown away in the trash. DO NOT FLUSH THEM ill pe orm most efficiently when water consumption is DOWN A DRAIN.As the human body only absorbs<_20%of s read venly throughout the week. these substances, please notify your service provider if a person in the house is using medicine. This could reduce LEAK FIXTURES I troubleshooting efforts and possibly your maintenance bill. rge cuantities of water are added to your wastewater atment system when you h9ve leaking fixtures. Timely i SEPTIC TANK ADDITIVES/ENZYMES etectioi and repair can help to maximize the life of your I Should not be used; these may do more harm than good. s, stem(especially the drain field). The natural sewage present in the system contains all required bacteria and enzymes for proper operation. ATER SOFTENERS CAN HARM THE SYSTEM. he FPSTO process may tolerate frequent, small HARSH CHEMICALS/TOXINS ischar�es. However, these discharges can possibly j Should NOT be put into the system.This includes,but is not amage other parts of the septic system. limited to: floor stripper, paint, solvents, thinners, caustic IjOOD WASTES cleaners,pesticides,herbicides,film processing waste,etc. � KFrom a garbage disposal is acceptable, if allowed by your j PAPER PRODUCTS cal reculatory authority. Be aware too much food and FOG Use white toilet paper products. Some color dyes in the ( ats, Oils, and Grease)through the garbage disposal may paper cannot be eaten by natural bacteria. Non-bleached Overload or prevent the system from operating correctly. :. paper(brown in color)takes longer to break down and can oth natural FOG (i.e. animal fat, canola, oil, etc.) and therefore increase your bio-solids pump out frequency, s,ntheti� oils can prevent the I acteria from fully breaking d wn th waste. i 4 ! I i FAINT NA iCE CHECKLIST 0 TRAFF C Check to ensure that the FATO system has not been damag ed ged due to excessive weight loading (>1,750 lb. point load). Reinforce with the owner hat on y normal yard traffic (lav in mowers, etc.) is acceptablg. Traffic bearing (H-20) tanks can be made for using FAST® (wl feet) under roadwa is. 0 BLOWER R OP RATION DO NOT turn o the blower(unless testing alarm).Treatment quality and drain field life will be reduced.Check the blower for proper unction.Clean the blower's inlet air filter element.The blower can be operated by a timer in certain situations.Contact your local Bio-Microbics distribu or for Imore information. If the blower is malfunctioning for an unknown reason, please refer to the "Troubleshooting Guide" or Blower Replac ment ection located in this manual. ALAR PAN L AND Al kRM SOUND The alarm has a—10 second built-in delay.Test the audible alarm by turning the blower OFF.To silence the alarm se the"RESET"button on the panel's front. If the alarm is activated for an unknown reason lease refer to the"Troubleshooting Guide"located P i �P 9 in this anual. 0 VENTS, ODORS AND INTAKES Clear the vent(s)and blower housing intakes of any obstructions. Contact your local Bio-Microbics distributor if you detect c eptic odors coming from the FAS TO vent as this may indicate a roblem with the system. WATE QUA.ITY effluent should be clear and odorless. All FAST®systems are capable of exceeding the USEPA standard for secondary wastewater treatment(40 iFR,part 133.102)depending on how they are applied,sited,installed and operated. ❑ BIO-S LIDS SLUDGE.EVELS Scheduling sludge removal depends on the size and design of the septic tank. Check the sludge levels in both tankslc mpart ents by inserting a slui+-measuring instrument and faking measurements in multiple locations in each compartment of the tank(s). Pump oth co partments/tanks if the sludge is: 1. 18" eep in the primary settling tank or is within 6"of the connection point between the settling tank and the secondary/treatment zone;and/or with�n 3"-4"of the bottom of th FAST®unit in the treatment tank. I To det rmine ijhe proper measurement:or#2 above, measure the total liquid depth of the treatment tank(containing the FAST®unit) using a sludge- measui ng instrument. Take that value nd subtract the height of the FAST®product(in the table below). The result is the total sludge storage height availab a in thl tank. I I Model Number)Module height to the center of a 4"outlet/ All stricter,applicable regulations 2 ' - RTF 0.150,0.250,&0.375 31 - MCP,HSF,or NTF 0.5,0.75,0 9,1.5,and 4.5 supersede these operational directions. 55 - MC ,HSF,or NTF 3.0&9.0 Always pump out both zones,even if only one zone may require it. TANK P MTGPROCEDURE: - Only qualified service personnel should open access ports/covers.If any,contact is made with wastewater,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. i 7Avoid pumping down after pedo Is of heavy rain or when the ground water is likely to be above the bottom of the concrete tank.Emplying the tank under these conditions could cause cOLLETIONEOF the tank to float up and become islodged.access ports/cover(s) nd insert the hose.Be sure to pump out both settling and treatment chambers of the system. unit has been pumped out,immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the n treatment.Close the access ports/cover(s)making ure it is watertight. dispose of the solids removed in compliance with local and state regulations. EFFLUENT SA #PLE For guidance, please ask for the"Testing Protocol"document. If an effluent sample is required for regulat ry pur oses,follow this recomn ended procedure: I 1. C ollect it at a free falling point afijer the discharge from the FAST®system. 2. 111 sam)les must be collected,scored,transported and tested according to the most current version of Standard Methods. i ®VIER SYSTEM P®MP®NENTS(if applicable) El Check LIXO ®PRE-AERATION blower,inlet filter,blower housing,and air delivery system for proper function. Check INFLUENT BIOSTEP®PUMP fS)for proper function.Clean the'screening device by using built in swab or other method. Check SANIT EEO EFFLUENT SCREliN FILTER or other screeningdevice.Clean by using the built in swab or other method. DISPERSAL SYSTEM(not by Bio-Micro bits)Follow manufacturer's recommendation. SEAS NA / INTERMITTENT USE PROPERTIES The FAST System will function normally even if there is no wastewater flowing during short periods of vacancy. Typical examples of Seasonal! Intermitten Use aid suggested operational procedures: • Summer use pro 3erty(shut down all winter)-blower should be turned off at end of summer and restarted upon return. • Weekeni I property(used at least once every three weekends)-maintain normal operation or utilize FAST's SFR®blower timer feature on control panel.Consult your service provide and loci)regulations prior to any system changes. Note Befo a Ret rn: If blower was shut down completely for an extended period of time(i.e.Summer use only), we suggest arranging with your local service provider to restart tf,e blower a week or two in advance of returning to the property.Check with local regulations. TROUBLESHOOTING GUIDE Contact factory or local distributor for all other issues: (913)422-0707 PROBLEM POSSIBLE CAUSE SOLUTION : fss ➢Breaker has tripped—turn blower switch ON If the switch will not stay ON,see next steps... Ia 3 ➢Breaker trips after 2-3 seconds—blower is overlamping—electrician needs to check blower wiring. ➢Breaker trips immediately—electrical system has a short—electrician must investigate ➢Blower is seized—cooling fan will not spin freely�with power OFF—replace blower—call service provider ➢Vent(s)or air line is blocked—remove blockage,(typically water),repair to prevent blockage ➢Vent(s)is undersized—check specs for the model in use,when in doubt increase vent size _ o? ➢Liquid Level Switch(NSF Certified units only)needs adjusting—turn switch's Allen screw clockwise,wait—10 seconds for alarm to ' "catch up" 01 = ➢Liquid Level Switch(NSF units only)wiring—If wired in the same conduit as 90 VAC or higher wires(a violation of electric code NEC/IEC),they will need to be separated. pe,ne►wo'rk.. ➢Check all piping for blockage,including all interior tank piping and effluent piping. Mech ical ➢Pump is not running—have qualified person check pumping system for mechanical and/or electrical failures. fagu of and ry ➢Pump's Level Controls are improperly set,have failed,or pump too much volume per dose. Have service provider check/adjust e4ul. A. pumping system. Mech -ical ➢Blower operating—NO,check"blower is not running"above,YES see next step • fallur I Air line b eak ➢Proper splash in reaction chamber—NO—air line is broken,YES see next steps ➢Decrease settling tank volume—easiest done with a pumping system which can then pump the tank ➢Move vent—re-locate the vent to a location where the prevailing winds will catch odor. ➢Place a carbon filter on the end of the vent pipe T only use a filter that will create less than 0.1 psi of back pressure. ➢Create bio-ftfter vent-create a remote vent by placing a well perforated vent line in a trench with shredded bark mulch-contact local installer 3Phase stalled ➢Switch any two"hot legs"at the panel or blower AFTER turning OFF the power. Only a QUALIFIED electrician can do this work. I.-, t ot�ase power After rewiring,it may be necessary to dry the blowier's internal parts. `sing) hale' ➢Some blowers have wires numbered"5"and"8"l After turning OFF the power,switch these two wires.Only a QUALIFIED electrician m x-d n Nnel can do this work,After re-wiring,it may be necessary to dry the blower's internal parts. ns_talied i-gcorteetl i ➢Blower housing can be supplemented with additional sound reducing measures,contact your service provider. a noyan7 ai site➢Blower may be re-located from its current location and can be placed up to 100 ft away from unit. I i `slaw_"ris: ➢Vibration between the blower and housing—tighten or place rubber washers in mounting screws between blower and housing shave g or makes rood, ➢Blower bearings are going bad-replace blower now or wait for it to seize up ➢Toxic substance in system,check for even growth in reaction chamber Many.i olids detect W in ➢Pump out required—refer to"Bio-Solids Levels"under"Maintenance Checklist"section efflu nt ➢Other—call service provider water'nary ➢Move blower above flood level from, Ide Bkiw ris ➢Check blower rotation—see"Blower runs backwards"section above sipho ON. ➢Move blower to location higher than the FASrsystem 6 BLOWER REPLACEMENT t All electrical work shall be property performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. Hazards exist in confined spaces such as a septic tank.All confined space precautions must be followed if entering a tank.Always keep tank openings covered during storage and installation I I If installing a ne blower and/or blower housing, place the blower housing on the original concrete slab. Pass the air supply line and electrical conduit thr ugh the concrete slab from below grade.Run the electrical supply conduit from the control panel to the desired blower location. 1. CONNECT SUPPLIED PIECES(refer to picture) .- a. Longest pipe c t M►t b. Elbow 'p c. Air filter assembly d. Shortest pipe a = e. Reducer bushing b 2. SECURE BLOWER ASSEMBLY to housing base w d using four supplied #14 x % self-tapping screws. Drill screws directly into blower base. ' 3. CONNECT AIR LINE from FAST®unit to blower outlet e using requiredpiping. Blower piping to FAST® may = 9 q P�P 9 Y y not exceed 100 ft[30.5 m] total length and have <_4 3 elbows. Keep all debris out of air line. 2 NOTE: USE TEFLON SEALANT TAPE ON ALL PIPE CONNECTIONS. ALL CONNECTIONS MUST BE AIRIWATER TIGHT AND PERMANENT. 4. LIQUI LE4L SWITCH-For NSF Standard 40,Class land 245 Certified units(MCF 0.5.0.75,0.9.1.5)USA/Canada installations ONLY s Drill a /s"hole in the blower outlet pipe. c 1Mp0;TANT.Connect low voltage wires to switch before mountin'in pipe. D Insert�he switch into the%"hole(nipple first),then glue into place ith PVC glue. E install low voltage pressure switch wiring back to the control panel�ccording to applicable codes(must not be inside high voltage blower wiring). 5.CONNE T INCOMING POWER to the blower at junction box. Follow the FAST®Installation Manual for further instruction. Wiring diagrams located t the end the Manual, CONTROL PANEL INSTALLATION I • Always have all utility lines and equipment marked by a locating service prior to performing any work. All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or death. The FAST®systems, including all electrical parts,are ETL(UL equivalent)certified for electrical safety.The control panel meets NEMA4X standards for all weat er use/(not explosive or submerged environments). I i Bio-Microbi s alsoi manufactures control panels that can control other systems,such as UV and sewage pumps. Every control panel that leaves the factory is T CK®enabled for remote monitoring of the system(s)'alarmp(see www.biomicrobics.com for more information). I 1. Exami ie wiri g directions inside the supplied FAST®control panel(also found at the end of this Manual). 2. A deli ated breaker is required in the building's master electrical panel. Make connections between the master panel and FAST®control panel. 3. Make c onnecilions between the blower and FAST®control panel per'the electrical diagram. 4. For N F Stardard 40&245 systems ONLY,connect the Liquid Level Switch(LLS)to the control panel terminals labeled"FLOAT." 7 CERTIFICATIONS t Only authorized service personnel should service a septic system and Its components, Deadly hazards such as lethal gases and high voltage electricity are associated with the system. ! , Introducing harmful or damaging substances into I I the FAST system may void the warranty. CBODS 30 day avg. 25 mglL 7 day avg. 40 m IL Micro AS 0.5, 0.75, 0.9, and 1.5 systems NSF 30 day avg. 30 mg1L are t sted and certified to NSF®/ANSI®40 TSS 7 day avg. 45 mg1L (Class 1) and 245 Standards. H_ s-ss.U. Total Nitrogen 50%reduction of influent ELECTRICAL WJIRING DIAGRAMS Only the MicroFAST®0.5,0.75,and 0.9 system diagrams are displayed here" Information for larger FAST®systems ships with those units or can be obtained from Bio-Microbics. AMI 110/220 PANEL 2 FR®NT LIGHTS) z s LIQUID LEVEL + 1 x SWITCH u . s } TIMER s � � T( BLOWER POWER INill it ;' _ 110VAC "CSI" PANEL W/ 3 FRONT LIGHTS a _ a r-r 8 BLOWER�DIAGRAMS ATTENTION:Please refer to side of shipping box for correct Blower. Fuji Model: F JI V C 209,100P,300P Model: FUJI VFC 209,100P,300P Power: 1.1 OVAC Power:220V 1 o Lt to PI to P1 -NtoT2 T4 -L2toT4 T1 &T ,cap together -T2&T3,cap together -T1,cap off �y FZ/Lafert � t Y � hK1 e 3,Y ;e Model: FPZ SCL06 Modal: F Z SC 06 Power: 220VAC, 10 Power: 1 OVACI -Jumpe U2 to V1 - L1 to "terminal block" Jumpe W2 t U1 - L2 to V1 -L1 to"t rmin I block" -Jumper W2 to U2 -N to wh to co nector Gast _ 3 x- Modal:G T R2103,R4P115,R1102 Model:GAST R2103,R4P115,R1102 Power: 11 VAC I Powor: VAC 10 L1 to Pi Li to Pt N to 2,4 L2 to 4 P2,5,3 c p tog¢thvr 5,3 and 2,cap together P2 cap off 9 LIMITED WARRANTY io-Mica bics,Inc.warrants every new residential FAST®system against defects in materials and workmanship for a period of two years after i stallati n or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one ar after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): uring ti)e warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and If the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics,Inc.,Bio-Microbics, Fr4c.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s f ctory ostage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from i stallatn of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This arranty�does not cover general system misuse, aerator components which have been damaged by flooding or any components that have en disassembled by unauthorized persons,improperly installed or damaged due to altered or Improper wiring or overload protection. This arranty�applies only to the treatment plant and does not include any of the structure wiring, plumbing, drainage, septic tank or disposal 'stem, Bio-Microbics, Inc. reserves the right to revise, change or modify the construction and/or design of the FAST system, or any compon nt part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, I c.is n t responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design, atenal,or workmanship,or delays in delivery,replacements or repairs. HIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLI 'D WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS LITHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. I10 � � � : o• o CCU flort,--, Mcx ule System Serial Number: I System Designer Name: De igner Phone: H41th Official Name: I Heiilth Official Phone.- Manufacturer Name: Bio-Microbics, Inc. Manufacturer Phone: 1-800-753-FAST(3278) Ins lled By: Ins Her Phone: m P Mai tenance Provider Name: N c o p r o a a e o 8450 Cote Parkway • Shawnee,KS 66227 • USA Mal tenance Provider Phone: Ph: 913-422-0707 - Fax: 913-422.0808 800.753-FAST(3278) •www.blomlembles.com 10 /e t' I N 6 0 R P 0 R A i E 0 Better Dater, Better World. FASrOmersNanul FOR USE WITH (NSF Std 40&245)MicroFAST°0.5,0.75,0.9, 1.5 (non-NSF certified) MicroFAS74'3.0,4.5,9.0 (EN/EPA tested) RetroFAST®0.150,0.250,0.375 NitriFASTO 0.5, 0.75,0.9, 1.5,3.0,4.5,9.0 HighStrengthFAST®1.0, 1.5,3.0,4.5,9.0 _. Sj 4N 11 G� s StpJi151 EYSEW y J r T � " f� FAST Owners Manual®2009 Bio-Microbics,Inc Revised December 2009. FAST,MicroFAST,RetroFAST,NitriFAST,and HighStrengthFAST are registered trademarks used under license. r OWNER'S MANUAL FOR USE WITH FAST9 SYSTEMS: (NSF®Std 40/245 cent) MicroFAST'0.5,0.75,0.9,1.5 (Non-NSF cent) MicroFAST'3.0,4.5,9.0 NitriFAST'0.5,0.75,0.9,1.5,3.0,4.5,9.0 HighStrengthFAST'1.0,1.5,3.0,4.5,9.0 (ETV"/EPA tested) RetroFAST®.150,.250,.375 GENERAL INFORMATION All FAST®products are ETL certified for safety (electrical, environmental, etc.). One or more of the following patents protects this process: 3,966,599; 3,966,608; 3,972,965; 5,156,742. Certified by NSF International,the MicroFAST®0.5, 0.75, 0.9 and 1.5 systems meets NSF Standard 40, Class 1 and Standard 245 certifications for single-residence wastewater treatment devices. If you have questions regarding any Bio-Microbics products,please contact us: 800-753-FAST (3278) or(913) 422-0707 e-mail: onsite@biomicrobics.com _ © 'r•$�� ANC '� Congratulations!You have a FAST®(Fixed Activated Sludge Treatment)wastewater treatment system installed on your property. At the forefront of green technology, the FAST& System by Bio-Microbics meets the highest industry treatment standards. Based on environmentally sound and simple scientific principles, the FAST® process is our continued commitment to improve small onsite treatment capabilities.You can take pride in knowing that,with the FAST&system, you will help ensure a clean environment for future generations. Please take time to read this FAST& Owner's Manual, you will learn important safety precautions, review detailed information on proper use and care of your system. Designed for minimal operator attention, the FAST& System contains only one moving part—the blower. By consistently following a maintenance schedule and being mindful of what can go down your drains,you can enjoy the lasting benefits FAST&Wastewater Treatment System for decades to come. Top things you can do to prolong the life of your system: 1. Have the FAST'system inspected and tank pumped as necessary. 2. Keep track of the substances entering your system,please review the list of Do's&Don'ts 3. Keep the FAST'System operating-do not turn off the blower. 4. Care for your drain field or irrigation system(if incorporated into your FAST'System). If you should desire any further assistance,please contact Bio-Microbics at sales@biomicrobics.com or call us at 800-753-FAST(3278). Thank you again for using FAST®! „ iiix fa6 irc.�" tt.Ts Sincerely, `' Bio A9icrobics Team i r 4 lyd 4 ABOUT FAST': The FAST®(Fixed Activated Sludge Treatment)system uses naturally occurring bacteria(biomass) to treat sewage for dispersal into the environment.This continuous process provides the biomass with waste(food)and air in a suitable environment. Dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for periodic removal. The FAST®process consists of the treatment unit and blower. The blower provides air to the system via the air supply pipe.The air supply pipe and draft tube create an air lift.The air lift mixes oxygen and waste throughout the media inside the tank.Bacteria grows on the media and digests the waste.A vent pipe expels harmless vapors created by the process. INTRODUCING SUBSTANCES INTO THE SYSTEM: While the FAST® wastewater treatment system will process most waste produced by the average household, introducing large amounts of subatances into the system may reduce the efficiency of the system or stop the treatment process by destroying the biomass. These substances can be grouped as: prohibited substances and limited-use substances. Please refer to the"DO'S AND DON'TS"list to get familiar with What You Can Put Down the Drain to maximize the system's efficiency and reduce the time period between septic tank pump-outs. IN GENERAL: If a substance is harmful to humans or is anti-biotic in nature,it should not be put into any septic system -including FAST®. If you have a question regarding the effect of a particular substance on the FAST®system,call your Bio-Microbics service technician. DO NOT ENTER THE SEPTIC TANG Hazards exist in a septic system.All precautions must be followed when inspecting the system.Keep tank openings covered at all times. Only authorized service personnel should service a septic system.Lethal gases,high voltage electricity,and other deadly hazards associated with the system. r Onty qualified service staff should open access ports and/or covers.Infectious organisms exist in a septic tank.ff any contact with wastewater,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. SYSTEM COMPONENTS The FAST®wastewater treatment system typically includes the following components: A.Blower&Housing GENERAL LAYOUT B.Control Panel �./ �1 'PLEASE NOTE. A ,,... _ D . .�- C.Air Piping _ E z There maybe associated equipment with D.Vent(s)and rl your system: pumps (before and/or after C the FAST® unit), distribution box, Observation Port �I _ `' �' disinfection system, irrigation system, E.Access ` -. remote alarm,auto dialer,etc. F.FAST®Module 3 H i' F G.Tank r' Prima Zone Seconda Zone H. Outlet to Drain G field ONGOING SERVICE t Only qualified service staff should open access ports andlor covers.Infectious organisms exist in a septic tank ff any contact with wastewater, immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. 1111,r 10 ON I Lai Avoid pumping down a tank after periods of heavy rain or when the ground water is likely to be above the bottom of the concrete tank.Emptying the tank under these conditions could cause the tank to float up and become dislodged. As the FAST®system processes the raw domestic waste(producing sludge and sloughed-off bacteria),the dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for periodic removal.The periodic removal time interval will change depending on the size of the system and varying load conditions. TANK PUMPING PROCEDURE:As Required by Measurement of Sludge Depth To determine the sludge depth accurately,open up the access portstcover(s)to the primary zone(settling compartment),insert a sludge-measuring instrument, and take samples. If sludge is 18" (inches) deep or takes up 75% of the area below the port connecting settling compartment to secondary zone (which contains the FAST system), have the tank pumped out. All stricter, applicable regulations supersede these operational directions. Also,check the sludge depth of the secondary zone. Open the access ports/cover(s)to the secondary zone and measure sludge depth. If sludge depth in the secondary zone is greater than 14"(inches),it is necessary to pump the bio-solids out. Always pump out both zones of the system even if only one zone may require it. 1. Open the access ports/cover(s)and insert the hose.Be sure to pump out both settling and treatment chambers of the system. 2. Once the unit has been pumped out, immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the impact on treatment.Close the access portstcover(s)making sure it is watertight 3. Properly dispose of the solids in compliance with local and state regulations. SEASONAUINTERMITTENT USE PROPERTIES FAST®wastewater treatment system will function normally during short periods of inactivity,even if there is no wastewater flowing to the system.The power to the system should be left on during this time. Typical examples of extended periods of intermittent use and suggested operational procedures: • Summer use property(shut down all winter)-blower should be turned off at end of summer and restarted upon return. • Weekend property(used at least once every three weekends)-maintain normal operation or utilize FAST's SFR®blower timer feature on control panel.Consult your service provider and local regulations prior to any system changes. Check with local regulations before attempting: If property is seldom used and blower is shut down completely for an extended period of time (i.e. summer use only), we suggest to arrange through your local service provider restarting the blower a week or two prior to returning to the property. t ►�f Only authorized service personnel should service a septic system and its components.Deadly hazards such as lethal gases and high voltage electricity are associated with the system. t Introducing harmful or damaging substances into the FAST system may void the warranty. LIMITED WARRANTY Bio-Microbics, Inc.warrants every new residential FAST®system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics,Inc.,Bio-Microbics,Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts fumished under this warranty and regular maintenance items such as filters or bulbs shall be bome by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio-Microbics, Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics,Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design,material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. �1 n i "1.- U�mm s,t1 �ILJ >.1 1 �.� !I�11' L' Module System Serial Number: System Designer Name: Designer Phone.- Health Official Name: Health Official Phone: Manufacturer Name: Bio-Microbics. Inc. Manufacturer Phone: 1-800-753-FAST(3278) Installed By: Installer Phone: Maintenance Provider Name: 8450 Cole Parkway• Shawnee,KS 66M - USA Ph: 913-422V07 - Fare 913-422-0808 Maintenance Provider Phone: 800-753-FAST(3278) -www.blomicrobics.com i j J&R SALES & SERVICE, INC. General Use Nitrogen reduction Certification I i PE'r the Massachusetts Department of Environmental (DEP) Certification for General Use dated D cember 29, 2010, the property owner is required to sign documentation that he/she has bEen provided with proper notification of the costs, fees, and requirements associated with the alllerna�tive treatment sy tem designed for the property. Below please find these items listed. As owner, I hereby certify that I: I 1) Have been provided a copy of the DEP approval, the owner's manual and the 0 & M manual. 2) Have been informed that the approximate operating costs for the system include 250 kw/mo., OperatioIn and Maintenance Pgreement- $730.00 annually, Effluent Testing- $820.00 annually; and a blower replacement cost, if/when necessary, of approximately $400.00. 3) Understand I muslt have an Operation nd Maintenance Agreement for the life of the system. 4) Agree to provide deed notice as requl1.red by DEP and the approval. 5) Agree to provide written notification o;the approval to any new owner. 6) Understand that the design does not provide for the use of garbage grinders. 7) Understand that I may be required to repair, replace, modify or take any other action required by DEP or the local approving authority if they determine that the alternative system is riot cap ble of meeting the p rformance standards. i Signed owner 5 r►pv uwd ReA hl anh r s P 02 6o Property Address l2J2Z 1 Date j 44 Commercial Street Raynham, MA 02767 Ph (508)823-9566 Fax(508)880-7232 5/13/12 1 I Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (,08)477-5313 D cernber 22, 2014 Barnstable Board of Health 200 Mpin Street Hyannis, MA 02601 Re: 54 Briarwood Avenue, Hyannis, MA, Title 5 I/A Septic System-new construction R�presentaition Authorization D ar Board members: I eret y authorize Peter McEntee PE to rel�resent my interests for the subject project. i i I Fhnallahan — Owner I I i i i k I I Town of Barnstable P#_ Department of Regulatory Services Public Health _,� Division Date 200 Main Street,Hyannis MA 02601 y Date Scheduled .' Fee Time Pd l ._TI '�. Soil Suitability Assessment for S!76 sPerformed By: Te C h/�t; S I. q—e— Wifiessed By: LOCATION& GENERAL INFORMALocation Address lSy ��qrGJood r4`^� Owner'sName J-} ov1 h,( SG`� Address PL- 3yAssessor's Map/Parcel: ZS — I Z"7 Engineer'sName NEW CONSTRUCTION �' REPAIR Telephone# y 7 6.� Land Use S a�n (C, Slopes Surface Stones Distances from: Open Water Body 300 ft Possible Wet Area—;;, .0 ft Drinking Water Well 7 r J ft Drainage Way ft Property Line 2 �0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) j C) - C) e:t:t Parent material(geologic) 6 t1 Depth to Bedrock ,v oN` Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face-, /L/dK, — Estimated Seasonal High Groundwater 7 i,3 Z DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: /� (1 Depth Observed standing in obs.hole: in, Depth to soil mottles: olJ—tJ- in. Depth to weeping from side of obs.hole: In.. Ciroundwotrr Adjustment .._ ft. Index Well# Reading Date: IndexWelllevel,. Adj,factor— Adj.dround—waterhevel,,,,o, e Observation PERCOLATION TEST bat , _ Time Hole# 2 i Time at 4" Depth of Perc 3e t�� �� _ Time at 6" Start Pre-soak Time @ r Time(9"•6") End Pre-soak 1 Rate Min./Inch. 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:\SEPTIMERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I _ Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) .(Munsell) Mottling (Structure,Stones;Boulders. Consistency. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ray -�3 C� NM 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 e �A 01Z to-' 3ZL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consisten 1� — M_C Sand 2�-Y6j --� co -2_u5`C'(4 Flood Insurance Rate Man: Above 500 year flood boundary No _ Yes ,., Within 500 year boundary No°� Yes Within 100 year flood boundary No Yes . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _— If not,what is the depth of naturally occurring pervious material? Certification I certify that on 1 a (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Date Signature Q;\SEPTICVERCFORM.DOC 0 Cornmonweaith of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 021108®6=7-292-5500 DEVAL L. ATRICK CH.Qs D C. 1JU Gc;v�inr7,' s��v�st,_�r r €IMUTHYP.MURRAY C ��#._it+_ 1.✓:Fri';_�. Standard Conditions for Secondary Treatment Units Certified for General Use Effective Date: February 19, 2013 A Secondary Treatment Unit(STU) is an alternative technology designed to reduce the amount of organic material and solids in sanitary wastewater. An STU may be used as_a component of an on-site sewage disposal system to enhance treatment prior to discharge to the soil absorption system (SAS). For residential systems with design flows less than 2 000 d � Y ( ) Y g � gpd, certain STU's may be used as a component of an on-site sewage disposal to reduce the effective leaching area required for the SAS where soil or site conditions may make conventional soil absorption systems more costly or less desirable to construct. For residential systems with design flows less than 2,000 gpd, an STU which allows for a reduced leach field may require less land area, potentially less fill, and less disturbance of the site. The System consists of an STU preceding a soil absorption system and, when the leaching area is reduced or the design flow is 2,000 gpd or greater, the SAS must be pressure dosed. A conventional septic tank precedes the STU unless exempt by the Special Conditions for a specific Technology. The use of an STU in accordance with this General Use Certification requires, among other things: • A Disclosure Notice in the Deed to the property (310 CMR 15.287(10)) (A Deed Notice template is available from the Department); • Certifications by the Designer and the Installer(310 CMR 15.021(3)); • A Massachusetts certified operator who has received training for the technology and is under contract for periodic inspection and maintenance (310 CMR 15.287(10)); • Periodic sampling, recordkeeping, and reporting, in accordance with this Approval; • Notification within 24 hours by the System Owner to the local approving authority of any System failure; • When pumping is required to discharge to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with this Approval. This information is available in alternate format.Cali Michelle Waters-Ekanem,Diversity Director,at 517-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 Mas,-OEP We.,,,ite:www.mass-goviciep Printed on Recvcled Paver Standard Conditions for Secondary Treatment Units Page 2 of 17 Certified for General Use Effective Date: February 19,2013 Definitions and References The term "System" refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval" or"Certification"refers to these Standard Conditions, the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. The Conditions contained herein MUST be read in conjunction with any special conditions that are Technology-specific. I. Purpose 1. This Certification is for the installation of a System to serve a facility for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the Approving Authority and the site meets the siting requirements for new construction. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit(DSCP) application after the effective date of these Standard Conditions. Existing Systems and Systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. This Certification shall not be used for the installation of a System to upgrade or replace an existing failed or nonconforming system, unless the facility meets the siting requirements for new construction, including a reserve area. All other proposed upgrades utilizing this System shall be in conformance with the Remedial Use Approval issued by the Department for this System. 4. With the other applicable permits or approvals that may be required by Title 5, the Certification for General Use authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (310 CMR 15.287), apply to the sale, design, installation, and t those provisions that specifically have been varied b this use of the System, except p p y y Approval. 5. Provided that the local approving authorityapproves the System in conformance with the Department's General Use Certification for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. 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Except.where the Special Conditions for an approved Technology state otherwise, the Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223 — 15.229, connected to the building sewer and followed in series by the Technology and the SAS. 3. Except where the Special Conditions for an approved Technology state otherwise, the Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 4. Residential Systems less than 2000 gpd, Alternative Design Standard to 310 CMR 15.242(l)a) Effluent Loading Rates—For residential Systems with design flows less than 2000 gpd, the required effective leaching area may be reduced up to 50 percent when using the loading rates for gravity systems of 310 CMR 15.242(l)(a), provided that: a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) effluent pressure distribution is provided and designed in accordance with Department guidance. The Department's Pressure Distribution Guidance dated May 24, 2002 can be viewed on the internet under Title 5/Septic Systems Guidance at http://mass.govldep/water/lawslpolicies.htm#t5guid. (Alternatively, the effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area may be taken when using these loading rates, as stated in the regulation.) For residential design flows of 2000 gpd or greater and for all nonresidential systems, no reduction in the effective leaching area is allowed. 5. When the System is allowed a reduction in the required effective leaching in accordance with Paragraph I.4, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area. The record drawings, approved by the local approving authority, must clearly indicate the area for a full-sized conventional primary SAS and the full-sized conventional reserve area are for the sole purpose of upgrading the on-site sewage disposal system in the future, if necessary, without any increase in flow. 6. The record drawings, approved by the local approving authority, must clearly indicate the area for a conventional reserve SAS is for the sole purpose of upgrading the on-site sewage disposal system in the future, if necessary, without any increase in flow. Standard Conditions for Secondary Treatment Units Page 4 of 17 , Certified for General Use Effective Date: February 19,2013 Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. In a nitrogen sensitive area(NSA), as defined in 310 CMR 15.215, Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a Recirculating Sand Filter(RSF) or equivalent technology, as required by 310 CMR 15.202(1). Under this General Use Certification, Secondary Treatment Units are not a-oproved as an RSF equivalent technology and shall not be installed in a NSA to serve facilities with actual or design flows of 2,000 GPD or V greater. (The Technology may have a separate approval for nitrogen reduction, but `1S must be installed under that approval.) 8. The System may only be installed in soils with a percolation rate of up to 60 minutes per inch (MPI). 9. Except for septic tank covers which are not required to be at grade, the frames and covers of all other access manholes and ports of the System components shall be watertight, made of durable material, and shall be installed and maintained at grade, to allow for necessary inspection, operation, sampling and maintenance access. Manholes brought to final grade shall be secured to prevent unauthorized access. No structures which could interfere with performance, access, inspection, pumping, or repair shall be located di--ectly upon or above the access locations. 10. All System control units,valve boxes,distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 11. The System control panel including alarms and controls shall be mounted in a location always accessible to the operator(service contractor). When pumping is required to discharge to the SAS, the System shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, system freeze ups, or backups. Emergency storage shall be provided when pumping to discharge is employed, including pressure distribution, such as when the System is allowed a reduction in the required effective leaching area, in accordance with Paragraph 1.4. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System and the storage capacity shall include an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 12. System unit malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 13. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back up or break out. Standard Conditions for Secondary Treatment Units Page 5 of 17 Certified for General Use Effective Date: February 19,2013 14. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 15. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious soils to enable monitoring for ponding. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at-grade is preferred for annual inspection.) 16. Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and the 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the Owner's estimated costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is. understood and accepted; and vii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local Approving Authority, if the Department or the local Approving Authority determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 17. The System Owner and the Designer shall not submit to the local Approving Authority a DSCP application for the use of a Technology under this Certification if the Certification has been revised, reissued, suspended, or revoked by the Department 1 Standard Conditions for Secondary Treatment Units Page 6 of 17 , Certified for General Use Effective Date: February 19,2013 prior to the date of application. The Certification continues in effect until the Department revises,reissues, suspends, or revokes the Certification. 18. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 19. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the local Approving Authority, and the System Owner that (s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. 20. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. 21. Prior to the issuance of a Certificate of Compliance by the local Approving Authority, the System Installer and Designer must provide, in addition to the certifications required by Title 5, certifications in writing to the local Approving Authority that the System has been constructed in compliance with the terms of the Approval. 22. 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 sanitary sewer system. If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements,unless a later time is allowed in writing by the Department or the local Approving Authority. III. Operation and Maintenance 1. To ensure proper operation and maintenance (O&M) of the System, the System Owner shall enter into a7 O&M Agreement with a qualified Service Contractor whose name appears on the Company's current list of Service Contractors and has been certified, at a minimum, at Grade Level II (two) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00. Prior to commencement of construction of the System, the System Owner shall provide to the local Approving Authority a copy of a signed O&M Agreement. 2. From start up and thereafter, the System Owner and Service Contractor shall be responsible for the proper operation and maintenance of the System in accordance with this Certification, the Designer's O&M requirements, the Company's O&M requirements, and the requirements of the local Approving Authority. The System L Standard Conditions for Secondary Treatment Units Page 7 of 17 Certified for General Use Effective Date: February 19,2013 Owner and Service Contractor shall be responsible for compliance with all monitoring and inspection requirements. All inspection, operation, maintenance, and monitoring requirements remain in effect until the conditions are modified, terminated, or superseded by a new Approval. 3. The System shall comply with the following monitoring requirements and effluent limits. The required O&M Agreement with the Service Contractor shall include the following monitoring schedule, at a minimum, subject to modifications that may be required by Paragraphs III.7.a) and 7.b): fflu orit� 2 See pH frequency grab effluent of 6 to 9 specified treatment unit below See frequency effluent of turbidity specified measure treatment unit 40 NTU below See Measure and settleable frequency effluent of solids specified measure treatment unit record ml/1 below only See Record frequency visual effluent of color specified observation treatment unit observation below only See dissolved frequency effluent of oxygen specified measure treatment unit 2 mg/1 (D.O.) p below Depth of See, Inspection port to See Paragraph Ponding Paragraph measure bottom of SAS III.10 within SAS III.10 Thickness of Septic tank or floating Once every other process Pump out, as grease/scum 3 years measure tank where solids necessary layer are retained Depth of Sludge and Septic tank or distance to Once every measure other process Pump out, as effluent 3 years tank where solids necessary tee/filter/outlet are retained 4. An individual household shall be monitored at least once every 12 months (exclusive of alarm responses or other maintenance visits). Standard Conditions for Secondary Treatment Units Page 8 of 17 , Certified for General Use Effective Date: February 19,2013 5. Facilities (residential and nonresidential) with a design flow of less than 2,000 gpd, other than an individual household, shall be monitored a minimum of twice/year with a minimum of 5 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and a maximum of 7 months between monitoring inspections. 6. Facilities (residential and nonresidential)with a design flow of 2,000 gpd or greater shall be monitored quarterly not less than 2 months since the last monitoring inspection (exclusive of alarm responses or other maintenance visits) and not more than 4 months between monitoring inspections. 7. Systems installed under this Approval shall be subject to the following Performance Requirements: a) Whenever field tests indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum, the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect an effluent sample for laboratory analysis for BOD5 and TSS; b) For an individual household, if laboratory analyses indicate an exceedance of 30 mg/L BOD5 or 30 mg/L TSS, the Service Contractor shall conduct a follow-up inspection and field-testing within 180 days of the original inspection date. Should the follow-up field-test indicate a pH outside the specified range, an exceedance of the turbidity limit, or D.O. below the desired minimum, the Service Contractor shall make adjustments and/or repairs to the System, as deemed necessary during the inspection, and collect another effluent sample for laboratory analysis for BOD5 and TSS; and c) Whenever two consecutive sampling rounds for any Secondary Treatment Unit include at least one exceedance of the limits for BOD5 or TSS, the System Owner shall be responsible or submitting to the local Approving Authority, within 90 days of the second exceedance of the limits for BOD5 or TSS, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and laboratory analyses since the last annual report to the local Approving Authority. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. Standard Conditions for Secondary Treatment Units Page 9 of 17 Certified for General Use Effective Date: February 19,2013 8. Each time an Alternative System is visited by a Service Contractor the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) depth of ponding within the SAS, if measured; e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and volume(s) pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; in) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 9. Unless directed by the local Approving Authority to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a)l or 2, backing up into facilities or breaking out to the surface. � I 10. Measuring the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection ports and any other available access to the distribution system for: a) Residential systems less than 2000 gpd where the effective leaching area installed is less than that required by Title 5 (310 CMR 15.223-228); and b) Any system where a septic tank meeting the requirements of Title 5 has not been installed. (Not providing a septic tank meeting the requirements of Title 5 must be allowed by the Special Conditions of the Technology approval.) 11. Whenever an SAS inspection port measurement indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding I Standard Conditions for Secondary Treatment Units Page 10 of 17 Certified for General Use Effective Date: February 19,2013 within the SAS is above the invert of the distribution system, the System Owner shall be responsible for submitting to the local Approving Authority, within 60 days of the follow up inspection, a written evaluation with recommendations for changes in the design, operation, and/or maintenance of the System. The written evaluation with recommendations shall be prepared by the Service Contractor or a Designer and the submission shall include all monitoring data, inspection reports, and any laboratory analyses for the previous year. Recommendations shall be implemented, as approved by the local Approving Authority, in accordance with an approved schedule,provided that all corrective measures are implemented consistent with the limitations described in Paragraph IV.10. IV. Additional System Owner and Service Contractor Requirements 1. Prior to commencement of construction of the System and after recording and/or registering the Deed Notice required by 310 CMR 15.287(10), the System Owner shall provide to the local Approving Authority a copy of: a) a certified Registry copy of the Deed Notice bearing the book and page/or document number; and b) if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 2. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the local Approving Authority within 10 days of giving such notice to the transferee(s). 3. The System Owner shall not install, modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the local Approving Authority which covers the proposed work. 4. The System Owner shall provide access to the site for the Service Contractor to perform inspections, maintenance, repairs, and responding to alarm events, as may be required by the Approval. 5. The System Owner and the Service Contractor shall maintain an O&M Agreement at all times. The duration of the O & M Agreement shall be at least one year and shall include the following provisions: Standard Conditions for Secondary Treatment Units Page 11 of 17 Certified for General Use Effective Date: February 19,2013 a) The name of a Service Contractor, who meets the qualifications specified in the Approval, shall be included; b) The Service Contractor's responsibilities for inspection, operation, maintenance, monitoring, recordkeeping and reporting, as required by this Approval shall be included; c) The Service Contractor shall be responsible for obtaining lab analyses and submitting the monitoring results to the System Owner and the local Approving Authority in accordance with the reporting requirements; and d) In the case of a System which is determined to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the Service Contractor and System Owner shall be clearly defined, including corrective measures to be taken immediately. The System Owner and the Service Contractor shall maintain on-site, at all times, a copy of the O&M Agreement, the approved design plans, the Owner's Manual, and the O&M Manual. 6. The Service Contractor shall submit to the System Owner the O&M report and inspection checklist within 60 days of any site visit. 7. The System Owner and the Service Contractor shall maintain copies of the Service Contractor's O&M reports, inspection checklists, and all reports and notifications to the local Approving Authority for a minimum of three years. 8. Upon determining that the System is in violation of the Approval or the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the Service Contractor shall notify the System Owner immediately. 9. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner and the Service Contractor shall be responsible for the notification of the local Approving Authority within 24 hours of such determination. 10. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the Service Contractor shall provide written notification within five days, describing corrective measures to the System Owner, the local board of health, and the Company and may only propose Y p Y Y Yp p or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Standard Conditions for Secondary Treatment Units Page 12 of 17 Certified for General Use Effective Date: February 19,2013 Massachusetts Registered Sanitarian,provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit and, if training is required, the Installer shall be certified by the Company as qualified to install the System. The System Owner shall also be responsible for ensuring written notification is provided within five days to the local board of health. 11. The System Owner and the Service Contractor shall provide written notification to the local Approving Authority within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement with a Service Contractor. The;Service Contractor shall provide written notification to the Company within seven days of any cancellation, expiration or other change in the terms and/or conditions of a required O&M Agreement. 12. By March 1 st of each year, the System Owner and the Service Contractor shall be responsible for submitting to the local Approving Authority all O&M reports and inspection checklists completed by the Service Contractor during the previous calendar year. 13. By March 1 st of each year, the Service Contractor shall be responsible for submitting to the Company copies of all O&M reports including alarm event responses, violations of the Approval, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons during the previous calendar year. 14. The Service Contractor shall notify the System Owner of these Conditions and any other changes to the terms and conditions of the Approval within 60 days of any changes. 15. Within one year of any changes to the terms and conditions of the Approval, the System Owner shall amend, as necessary, the O&M Agreement required by Paragraph IV.S to reflect the changes to the terms and conditions of the Approval. 16. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, 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. 17. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. Standard Conditions for Secondary Treatment Units Page 13 of 17 Certified for General Use Effective Date: February 19,2013 V. Company Requirements 1. The Approval shall only apply to model units with the same model designations specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the units, installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit except the Company shall be responsible for verification of the appropriate model unit as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in a Technology approval. 2. Prior to submission of an application for a DSCP, the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring (i.e. water use); iv) alarm response procedures and troubleshooting procedures; c) An owner's manual, including alarm response procedures; d) Estimates of the Owner's costs associated with the operation including, when applicable: power consumption, maintenance, recordkeeping, reporting, and equipment replacement; e) A copy of the Company's warranty; and f) Lists of trained Designers and trained Service Contractors and, if training is required by the Company, trained Installers. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. The Company must maintain programs of training and continuing education for Service Contractors. Training shall be made available at least annually. If the Company requires trained Designers or Installers, the Company or its authorized agent shall institute programs of training and continuing education that is separate from or combined with the training for Service Contractors. The Company or its authorized agent shall maintain, annually update, and make available by February 15`h of each year, lists of trained Service Contractors and, if certification or training is provided by the Company, Designers and Installers. The Company or its authorized Standard Conditions for Secondary Treatment Units Page 14 of 17 Certified for General Use Effective Date: February 19,2013 agent shall certify that the Service Contractors and, if training is provided, Designers and Installers on the lists have taken the appropriate training and passed the Company's training qualifications. The Company or its authorized agent shall further certify that the Service Contractors on the list have submitted to the Company all the reports required by Paragraphs IV.10, 11, and 13. 5. The Company or its authorized agent shall not re-certify a Service Contractor if the Service Contractor has not complied with the reporting requirements for the previous year. 6. If training is required, the Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, by contract, that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. 7. As part of any training programs for Service Contractors, Installers, or Designers, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the.Approval. 8. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Cz)mpany shall submit to the Department for review a copy of any proposed changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 9. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 10. To determine whether cause exists for modifying, revolting, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 11. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all Service Contractors servicing existing installations of the System and all distributors and resellers of the System. Standard Conditions for Secondary Treatment Units Page 15 of 17 Certified for General Use Effective Date: February 19,2013 12. The Company shall provide written notification to the Department's Director of the p Y P rov p Wastewater Management 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 the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 13. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; c) an owner's manual, including alarm response procedures; d) an operation and maintenance manual, including: i) an inspection checklist; ii) recommended inspection and maintenance schedule; iii) monitoring requirements and recommendations (including water use and power consumption when required) and sampling procedures; iv) alarm response procedures and troubleshooting procedures. e) estimates of the operating costs provided to the Owner, including, when applicable: power consumption, maintenance, recordkeeping, reporting, and equipment replacement; f) a copy of the Company's warranty; and g) lists of trained Service Contractors and, if training or certification is required, Designers and Installers. 14. By April 15th of each, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that identifies the specific alternative technology approval for which the annual report is being filed and contains, for the previous calendar year, the following information with the date and address of each event: a) all known violations of the Approval, including Systems not operated by qualified Service Contractors; b) any System failures or malfunctions; and c) corrective actions taken, including but not limited to: design changes; installation changes; operation/maintenance changes; monitoring changes; and/or changes in roles and responsibilities for the manufacturer, vendors, designers, installers, operators, and owners. In the absence of any system failures, system malfunctions, or violations, the Company shall submit a letter certifying, to the best of their knowledge, all installed Systems are in compliance. Standard Conditions for Secondary Treatment Units Page 16 of 17 Certified for General Use Effective Date: February 19,2013 15. The Company shall maintain the following additional information for the Systems installed in Massachusetts and make it available to the Department within 30 days of a request by the Department: a) the address of each =acility where the System was installed, the Owner's name and mailing address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow, the model installed; b) the installation date; start-up date, current operational status; c) the name of the Service Contractor, noting any cancellations or changes to any Service Contracts; and d) copies of all Service Contractor records submitted to the Company, including all O&M reports with alarm event responses, all monitoring results, inspection checklists completed by the Service Contractor, notifications of system failures, and reports of equipment replacements with reasons. 16. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. VI. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval,unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) 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. 2. All notices and documents required to be submitted to the Department by the Approval shall be subrr_itted to: Director Was_ewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval 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 Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its • Standard Conditions for Secondary Treatment Units Page 17 of 17 Certified for General Use Effective Date:February 19,2013 rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. Opening for FAST NOTES module to sit on tank 59 1/2"MIN T-Mower piping to FAST®may not exceed 100 FT [30.5m] total [151 MIN] length and use a maximum of 4 elbows. For distances greater than 100 FT[30.5m]-consult factory. Blower must be located -----------------T-I------- ------_---------_------ above flood/standing water levels on a concrete base 24"X [1 0 Gallon MIN { , 18"X 2" [61 X45.7X5cm] minimum. ,(1300 L MIN] Settling I I I Zone I I 1 2. Vent to be located above finish grade or higher to avoid 25" 31 1/4"MIN infiltration.Cap with vent grate w/at least 7.1 sq in. [45.8 sq. [63.5] (79.4 MIN] cm] open surface area.Secure with stainless steel screws (see Imo°, (13%2] sheet 4 of 4 MicroFAST®0.50 Details.) ___ I I c or `-_-See Note b = I ___________ ice_~^'____________ _ I Run vent to desired location and cover opening with vent grate w/at least 7.1 sq in. [45.8 sq.cm] of open surface area. 450 Gallon MIN[1700 L MIN] 2 1/2' Secure with stainless steel screws.Vent piping must not allow [6.4] excess moisture build up or back pressure. border for sealing Electrical conduit from blower and securing 3. All appurtenances to FAST®(e.g.tank pump outs, etc.) must control housings See note bstem to low blower/blower the lid and conform to all country,state, province, and local plumbing liner to tank and electrical codes.The blower control system is provided by Bio-Microbics, Inc. Inspection/Pump 237/8" out Ports 6"QJ [15] 4. Tank volume must be increased by 20%if the minimum of 10 [60.8] see note 3,7, &8 Port%Vent see inches [25.5cm] is used between the unit and the base of tank. note 3,7, 8 Consult factory for approval. ° 3"[8]0 MIN vent 5. The primary compartment may be a separate tank. 20 [50. pipe see Note 2&8 b. Either the influent pipe tee shall be fitted with a pipe cap or the Joints must be baffle separating the two zones shall be extended to the top of the tank. If choosing to use the pipe cap,then the baffle shall water tight be at least 3"[8cm] higher than the water level as shown on the drawing. 4'MAX [1.2m MAX] 7. All inspection,viewing and pump out ports must be secured to 2'MIN 0 . prevent accidental or unauthorized access. IScm MIN)0Blower pipingSi { 6 3 a 8. Tank,anchors,piping, conduit,blower housing pad and vents 1!( I ib'3 are provided by others. ' 3^MIN ^ • 1$1/8"±1/a" 9. All piping and ancillary equipment installed after FAST®must (9 MIN] `3, Treatment �, [38.4t0.3] not impede or restrict free flow of effluent. Zone 10.No more than 4 FT[1.2 m] of fill may be placed over unit lid. Influent Unit may stand inside tank (see sheet 2 of 4 MicroFASTO0.50 waste 15"MIN with feel. Refer to installation manual for more details. See Note 6 (38 MIN) 41 1/4"MIN DO NOT SCALE I, — j . [104.6MIN] UNLESS NOTED ' • ��o� 24"MIN DIMENSIONS ' [61 MIN] LU 10]0 ARE IN INCHES Settling FAST treated [CENTIMETERS] I 10 o n P o e A T E 0 See note 5 Zone d effluent TOLERANCES see note 9 t 0 . , CM/CM] MicroFAST 0.50 FAST Unit lo M 0 IN (t 05 [25.2MIN] WEIGHT Ib SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A MicroFAST®0.50 with lid SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©201 1 DRAWN cic 12/18/2006 I OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED Pr 3/23/201 I REVISED 3/23/2011 REV. INI-04-B NOTES Blower piping to FAST®may not exceed 100 FT[30.5m]total length and use a maximum of 4 elbows in the piping system(@ 100FT[30m)). For distances greater than 100 FT[30m]consult factory.Blower must ?�------------- ± I be located above flood levels on a concrete base 24"X 18"X 2" ' 350 Gallon MIN I t z 29 3/4'_1/4" t [1300 L MIN] i i c �--� 15'±I/4" [75.6±0.6] I [bl X 45.7 X 5cm] min. I ' o c0 [38.1±0.6]r ��\ ; 2. Vent to be located above finish grade or higher to avoid infiltration. H 30"MIN 31 l/a"MIN Cap with a vent grate with at least 7.1 sq in.[45.8 sq.cm]open surface ' m I 76.2 MIN] [79.4 MIN] area.Secure with stainless steel screws(see sheet 4 of 4 M/CroFASM t t See Note 6 settling i o g `�� _ �' 0.50 Details). ' Zone I I N 012^MIN I 0 ' Run Vent to desired location and cover opening with a vent grate I �- __30.5 MIN I �____________________1�_______ ___ ______ ____ _ ____ with at least 7.1 sq in.145.8 sq.cm]open surface area.Secure with stainless steel screws.Vent piping must not allow excess moisture build Minimum Clearance to up or back pressure. insert Fast Liner into tank 59 1/2"MIN [151.1 MIN] 3. All appurtenances to FAST®(e.g.tank pump outs,etc.) must conform Electrical conduit from to all applicable country,state,province,and local plumbing and blower control system to electrical codes.Blower control system by Bio-Microbics,Inc. blower/blower housing. Inspection/Pump See notes 1,31&8 out Ports See note 4. Tank volume must be increased by 20%if the minimum of 10 inches 23 7/8" 3,7&8 All plumbing and f25.5cm1 is used between the unit and the base of tank. Consult [60.8] venting must use factory for approval. water tight gaskets see note 7& 10 5. The primary compartment may be a separate tank. 20" 6. Either the influent pipe tee shall be fitted with a pipe cap or the baffle [ 3"[8]O MIN 4" ff 10 0 separating the two zones shall be extended all the way to the top of � vent FAST6 treated the tank.I choosing to use the pipe cap.Then the baffle shall be at See note 2 effluent least 3"[8cm]higher than the water level as shown on the drawing. I see note 9 7. All inspection,viewing and pump out ports must be secured to prevent accidental or unauthorized access. 8. Tank,piping,conduit,blower housing pad and vents are provided by nfluent others. aste 21 ]MIN Blower +` _ ee note 6 Pi ing 9. All piping and ancillary equipment installed after FAST must not - _ impede or restrict free flow of effluent. z17 10.The air supply line into the FAST®unit must be secured to prevent 2 7!8"MIN { 16 3/8"MIN vibration induced damage.The air supply line should be secured with Treatment (41.6 MIN] a non-corrosive clamp every 2'min[60 cm].See alternate air supply _M (7.3 MIN] Zone • "O° option on sheet 4 of 4 MicroFAS78 0.50 Details. - ' 11. Min.height may be reduced,consult factory and reference"Short- t FAST-Module-Procedure.pdf. 15 1/8"MINA T [38 MIN] 12. Refer to sheet 4 of 4 M%C/OFAS78 0.50 Details drawing for leg extensions j �� •-° ' � � "±l/8" requirements. 3] 411/4"MIN m6, 104.8 MIN] t5.2 24„MIN DO NOT SCALE s �10.21 161 MIN] UNLESS NOTED Settling DIMENSIONS See note 5 Zone - +�: . - ,k. ARE IN INCHES � [CENTIMETERS] - I I C 0 R P e R A T E 0 6 1/8" TOLERANCES 10" See note 4 [15.4] ±0.02 IN/IN MicroFAST 0.50 FAST Unit [25.4] Pipe Length See (±0.05 CM/CM] MicroFAST 0.50 Details WEIGHT lb SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A MicroFAST®0.50 with feet SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©201 1 DRAWN CTC 12/te/2006 2 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED Rt 3/z3/2ot t REVISED 3/23/2011 1 REV. INI-04-B i Specifications for MicroFAST 0.50 Wastewater Treatment System 1.GENERAL The contractor shall furnish and install(1) MicroFAST®0.50 treatment system as manufactured by Bio-Microbics,Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include FAST®system insert,leg extensions,or lid,blower assembly,blower controls and alarms.All other items will be provided by others. The MICr0FA$T 0.50 unit shall be situated within a 450 Gallon[1700L]minimum compartment or tank as shown on the plans,or in a 800 gallon[3000L one compartment tank. Suggested maximum settling zone is 1I X the daily flow.Tank(s must provide adequate pump out access and conform to local,state,and all other applicable codes. T�e contractor shall provide coordination between the l' T system and tank supp�ier with regard to fabrication of the tank,installation of the FAST unit and delivery to the job site. 2.OPERATING CONDITIONS The MicroFAST 0.50 treatment system shall be capable of treatingg the wastewater produced by typical family activities (bath,laundry,kitchen,etc.)ranging from(1) one to (8) eight people and not to exceed 500 US Gallons per day(1800 LPD). 3.MEDIA The FAST media shall be manufactured of rigid PVC,polyethylene,or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and Installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. 4.BLOWER The MicroFAST 0.50 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM[31-46 m3/hr].The blower assembly shall include an inlet filter with metal filter element. 5.REMOTE MOUNTED BLOWER The blower shall be mounted up to 100 feet[30.5 meters]away and use a maximum of 4 elbows from the MicroFAST unit on a contractor supplied concrete base. The blower must not set in standing water and its elevation must be higher than the normal flood level. A two-piece,rectangular housing shall be provided. The discharge air line from the blower to the MicroFAST System shall,be provided and installed by the contractor. 6.ELECTRICAL The electrical source should be within 150 feet[45.7 meters]of the blower consult local codes for longer wiring distances. All wiring must conform to all applicable codes(IEC,NEC,etc.).Wiring distances must prevent significant voltage loss.Input power on 60Hz electrical system is 110/220 VAC,single phase,2.8/1.4 Amps.Input power on 50Hz electrical systems 127/230 VAC,single phase 0.352 kw/hr.All conduit and wiring shall be supplied by contractor. 7.CONTROLS The control panel provides power to the blower with an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFR®(Sequencing Fixed Reactor)timed control feature. A manual silence button is included. 8.INSTALLATION AND OPERATING INSTRUCTIONS All work,installation and connections of the MicroFAST 0.50 shall be done in accordance with the written instructions provided by the manufacturer and in accordance with all applicable local codes and regulations. Operations manuals shall be furnished,which will include a description of installation,operation,and system maintenance procedures. 9.FLOW AND DOSING FAST systems have been successfully designed,tested and certified receiving gravity,demand-based influent flow.When influent flow is controlled by pump or other means to help with highly variable flow conditions,then multiple dosing events should be used to help ensure even flow. 10.WARRANTY Bio-Microbics,Inc.warrants all new residential FAST®models(MicroFAST®0.50,0.75,0.90,and 1.5)against defects in materials and workmanship for a period of two years after installation or three years from date of shipment which ever occurs first,subject to the following terms and conditions, (all other FAST®system models are warranted for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics,Inc.,Bio-Microbics,Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics,Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be bome by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons,improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, plumbing,drainage,septic tank or disposal system. Bio-Microbics,Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without incurring any obligation to DO NOT SCALE make such changes or modifications in present equipment. Bio-Microbics,Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design,material,or workmanship,or delays in UNLESS NOTED ' delivery,replacements or repairs. DIMENSIONS r I ' I ' THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED.BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED ARE IN INCHES LLLlll��VJJ���JJJ WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. TO ERANCESS] I s C 0 8 P GRATED NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC., ±0.02 IN/IN MicroFAST 0.50 FAST Unit ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.Contact your local distributor for parts and service. [±0.05 CM/CM] WEIGHT ib SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A MicroFAST(E)0.50 Specifications SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2011 DRAWN CTC 12/te/--1 3 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 3/23/2... REVISED 3/23120 1 1 REV. NI-04-B 2"Air Supply Minimum leg extension assembly Line see note 4 Non-corrosive clamp FASTO Vent every 2 feet(0.6m) Option NDS Grate MIN 7.1 in 2 screws SQ[45.8 cm SQ]of per side open surface area Included FAS Riser T®Air Lift 6 1/8"MIN Fasten with non- [15�IN] corrosive screws �12"MIN [30.5 MIN] Riser Gasket Non-corrosive clamp every 2 feet[0.6m] 2"Air Supply Line 2"PVC FAST®Air Lift Coupler Notes 1. Secure leg extension to the FAST®unit by placing two screws on each side of the leg extension (4 screws per foot are included). 2. Cut 4"schd.40 PVC pipe (not included) to obtain the desired height.Minimum pipe length of 6 1/8" [15.56cm]; Alternate Air Supply Option Original leg extension height requires a pipe length of 11 1/8"[28.26cm]. For heights greater then 18" [45.7cm] use schd.80 PVC pipe (not included).Consult factory for extending leg beyond 36"[9cm]. 3. Anchor the leg extensions to the tank with non-corrosive hardware (not Included) at the provided mounting DO NOT SCALE points . UNLESS NOTED 4. Increase minimum tank volume by 20%if the minimum leg extension is used. DIMENSIONS ' ( � 5. The air supply line into the FAST®unit must be secured so as to prevent damage from pipe vibration.See all ARE IN INCHES notes on MicroFASFO 0.50 with!id drawing. [CENTIMETERS] r e D D s v�ORATED 6. The air supply line into the FAST®unit must be secured to prevent vibration induced damage.The air supply TOLERANCES line should be secured with a non-corrosive clamp every 2ft ff0.6m] minimum. t 0.02 IN/IN MicroFAST 0.50 FAST Unit 7. Tank, anchors,piping conduit,blower,housing pad and venfs are provided by others. [t 0.05 CM/CM] WEIGHT Ib SIZE I DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE IA MicroFAST®0.50 Details SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©201 1 DRAWN CTC 12/18/2006 1 4 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 3/23/201 I 1 REVISED 3/23/2011 REV. INI-04-8 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner 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: FAST Treatment Systems with Nitrogen Reduction including models MicroFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengthFASTO 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASTO 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons per day (GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. Transmittal Number: X232831 Date of Issuance: December 29, 2010 Renewal Date: December 29, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection (hereinafter"the Department") hereby issues this General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter"the Company"), approving the above referenced FAST technology (hereinafter"the Technology" or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company, the Designer, the System Installer, the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. (Oa.a,gcxl� December 30, 2010 David Ferris, Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep 0* Printed on Recycled Paper Certification for General Use Page 2 of 10 l Bio-Microbics FAST<2,000 GPD Nitrogen Reducing I. Purpose 1. Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the installation and use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD 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 the Department if Department approval is required by 310 CMR 15.000. This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR 15.214 and 15.215. Non-residential facilities are not allowed under this approval. Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen(TN) concentration of 19 mg/L (for 660 gallons per day per acre -gpda- loading) or 25 mg/L (for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System'Operator(or `Operator') has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. The Company is responsible for the approved technology as described below. II. General Description of the Technology and Design Standards 1. The tank containing the FAST® insert is installed between the building sewer and the soil absorption system (SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100 - 15.279 and subject to the provisions of this Certification. 2. Technology Description- The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and nitrify, and a passive recycle system for denitrification. Each model contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater,utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the Certification for General Use Page 3 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing liner in the septic tank remains anoxic for denitrification and a passive recirculation system moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment plant through a pipe connected directly to a baffled quiescent area in the liner. Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 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. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFASTO, HighStrengthFASTO and NitriFASTO 3.0 is installed in a separate tank constructed in accordance with 310 CMR 15.226 and 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). In this larger system, an additional recycle pump may be needed to send nitrified effluent back to the septic tank for added denitrification. Consult the Company for proper layout. • The NitriFASTO models can also be used for additional nitrification in series after the MicroFASTO models or High StrengthFASTO models. In this configuration the tanks used for the NitriFASTO shall be constructed in accordance with 310 CMR 15.226 and meet the minimum dimensions and volumes required by the Company. • Flow equalization may also be employed prior to the FASTO system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System. No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection, pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary, by the designer. System control panel(s) including alarms shall be mounted in a location accessible to the operator of the System. 4. Wastewater Loadinp- and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre (gpda) and the total nitrogen (TN) concentration in the effluent shall not exceed 19 milligrams per liter (mg/L); or - - 1 Certification for General Use Page 4 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre (gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 25 milligrams per liter (mg/L). • TN is measured as the total of TKN (Total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). III. General Conditions 1. The provisions of 310 CMR 15.000 is 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 DEP approved independent university laboratory, unless otherwise provided in the Department's written approval. 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 System owner 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 sanitary sewer system. Accordingly, no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. 6. Design, 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 owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification, the designer's operation and maintenance requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wastewater from facilities with a design flow of less than 2000 gpd. 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. { Certification for General Use Page 5 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections, maintenance,repairs, responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring_Requirements 4. System effluent total nitrogen(TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0 or more than 9.0. Field test observations of dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box, pipe entering a pump chamber or other Department approved location from the treatment unit. 6. Inspection, operation and maintenance (O&M), sampling, and field testing of the System required by the Approval shall be performed by a Company approved Operator who has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System, the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV (8). 8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.340 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV (9) and (12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV (13) and to the local approving authority in accordance with paragraph IV (14); and d) In the case of a System failure, an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days, describing corrective measures taken, to the System Owner and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph II (4): Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled for at least the TN parameter quarterly for the first year, then a minimum of twice/year thereafter, at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV (11) below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies. htm#t5pols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year. At least one sample must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample. Field testing shall be completed per paragraph IV (11) below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). c) Systems in operation prior to issuance of this Approval, which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. Properties occupied at _east 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. TN is measured as the total of TKN (Total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). 10. Flow Metering: Reporting of residential System water use is not required, however it is recommended the Operator record water meter readings if available at all inspections, or otherwise estimate System flow, to assist in addressing possible operational problems or issues. Flow measurement when recorded shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under a prior Approval that did not include a wastewater flow data reporting requirement, if no flow meters are available, the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etc. 11. Field Testing: Temperature, turbidity,pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://www.mass.gov/dep/water/laws/ policies.htm#t5pols. �. Certification for General Use Page 7 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 12. At a minimum, the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual, the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. Recordkeeping and Reporting 13. Within 60 days of any site visit, the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses, wastewater flow data, field testing results and inspection checklists; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Operator shall notify the System Owner immediately. 16. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV (8). 18. Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV (16) and (8). 19. The System owner shall provide a copy of this Approval,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. Certification for General Use Page 8 of 10 h Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 20. 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. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.287(10), the System Owner shall provide to the Local Approving Authority a copy of. (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 22. Prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of giving such notice to the transferee(s). V. Conditions Applicable to the Company 1. By February 15t" 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 property or use and the design flow; and for all Systems installed since the first issuance of Certification for the System, all known failures or malfunctions, corrective actions taken and the address of each such event and a list of all Systems not in compliance with effluent TN limits. 2. The Company shall notify the Director of the Wastewater Management 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 the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for 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. The Company shall develop 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 institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make Certification for General Use Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing available the list of qualified operators by February 15th and make the list known to local approving authorities, the Department and to users of the technology. 5. 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. 6. 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 re-sale of the System, the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V (3). 7. A copy of the wastewater analyses, wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 8. 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. This Certification shall continue in force until the Department has acted on the renewal application. V1. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP, the Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual, if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the owner's costs associated with the operation including, when applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; v) agrees to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; vii) if the design is for an upgrade of failed or nonconforming system, the System Owner has been provided a copy of the evaluation of the existing system; viii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the local approving authority, if the Department or the local f Certification for General Use Page 10 of 10 w Bio-Microbics FAST<2,000 GPD Nitrogen Reducing approving authority determines that the Alternative System is not capable of meeting the performance standards; and b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VIL Reporting 1. All notices and documents required to be submitted to the Department by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department l. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification by misrepresentatior_ 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. IX. Expiration Date 1. 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 cease. Transmittal:X232831 (formerly W 101238) 1 t 9 ONSITE SOIL EVALUATION �LDOQ Q 1 .500 GALLON SEPTIC TANK (H-10 �a g SOIL TEST PIT DATA NOT TO SCALE 9 NOT TO SCALE DATE: SEPTEMBER 18, 2014 LOCUS INFORMATION TEST BY: ENGINEERING WORKS, INC. NOTES: RAISE AT LEAST ONE EXISTING COVER °-� TEST PIT TP-1 TEST PIT TP-22 TEST PIT TP-3 TEST PIT TP-4 TO WITHIN 6" OF FINISHED GRADE 4 WITNESSED BY: DONNA MIORANDI, R.S. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GIRD. EL. 104.5 GIRD. EL. 103.9 GRD. EL. 103.2 GIRD. EL. 102.6 THE RISER SHALL BE 18" HOPE PIPE CURRENT OWNER: JOHN G. CALLAHAN m LOCUS LICENSED SOIL EVALUATOR: PETER MCENTEE (SE #1542) 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 N �v SHGW EL. - SHGW EL - SHGW EL. - SHGW EL. 91.6 LOADING. Q PERCOLATION RATE: < 2 MINS./INCH 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX CONC. COVER TITLE REFERENCE: BOOK 18123, PAGE 33 SOIL CLASS: CLASS 1 SHALL BE WATERTIGHT. LT.A.R.: 0.74 GPD/S.F. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED PLAN REFERENCE; BOOK 38 PAGE 91 A A A A WITHIN 12 OF TANK WALL AND ACCESSIBLE FROM TANK SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM COVER. m� AVE 4/2 10YR 4/2 10YR 4/� 10YR 4/2 PETER MCENTEE IS THE SOIL EVALUATOR OF RECORD AND HIS 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ASSESSORS MAP: 289RNWOOD LICENSE EXPIRES ON 6/30/2019. 4" PARCELS: 127 EL 104.2 4" EL 103.6 4" EL 102.9 4" EL 102.3 4" B B B B 10'-6" SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM a 10YR 5 6 10YR 5 6 10,_a" ` � ZONINGSETBACKS: FRONT w200VERLAY DISTRICT LOCUS MAP 10YR 5/6 10YR 5A , / / LEGEND 10" - SIDE 10' NOT TO SCALE PINEWOOD RD EL. 102.0 30" EL. 101.2 32" EL. 101.2 24" EL. 100.4 26" REAR 10' Cl Cl Cl Cl UNSUITABLE - LIQUID 5'-8" MINIMUM LOT SIZE: 43,560t S.F. MED.-COARSE SAND MED.-COARSE SAND MED.-COARSE SAND MED.-COARSE SAND MATERIALS 2.5Y 6/4 2.5Y 6/4 42" 2.5Y 6/4 2.5Y 6/4 4'-6" LOCATE DEPTH ZH OF M c 1OX GRAVEL 10X GRAVEL IOX GRAVEL 1OX GRAVEL 48" (TO BE REMOVED) 5,-8" - - - INLET TEE OUTLET TEE G EXISTING LOT SIZE: 17,415t S.F. �P� As'2 UNDER COVER y W/GAS BAFFLE EL. 97.5 84" EL. 97.9 78" EL 95.2 96" EL 94.6 96" ( 3" 3" NITROGEN SENSITIVE �� BRIAN G� DOG PERCOLATION o YERGATIAN C2 C2 C2 C2 TEST RANGE _ _ _ ____J • ZONE: YES CIVIL MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND Ll f--% No.46206 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 O G/STEP FEMA FLOOD '°9 9� � ZONE DISTRICT: ZONE X' AS DEPICTED ON �F ESTIMATED 6" MINIMUM SS/ONAL E� EL 93.5 132" EL. 92.9 132" EL. 92.2 132" EL 91.6 = 132" -1- SEASONAL HIGH PLAN VIEW 3/4" TO 1-1/2" CROSS-SECTION VIEW F.I.R.M. COMMUNITY NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER GROUNDWATER CRUSHED STONE PANEL #25001 CO568J2014 OBSERVED OBSERVED OBSERVED OBSERVED DATED 7 16/ CB/DH � - FND BRIAN G. YERGA DATE HELD PROFESSIONAL ENGINEER U PLI TY POLE (TYP.) o� DESIGN CALCULATIONS NEW SEPTIC DESIGN FLOW DISTRIBUTION BOX DETAIL (H-10). 1 BEDROOMS ® 110 GPD/BEDROOM = 110 GPD ^ o NOT TO SCALE SYSTEM REQUIRED SEPTIC TANK W ro' o� � � 6 REMOVABLECOVER 6" MAX. 110 GPD X 20OX = 220 GALLONS USE 1,500 GALLON SEPTIC TANK oivr / SIZE OF REQUIRED LEACHING FACILITY 00 / / HDPE RISER 54 BRIARWOOD AVENUE DESIGN PERC. RATE: <2 MIN/INCH O / 2" WALLS 3" - 21" IN LONG TERM APPL. RATE: 0.74 GPD/SF PROPOSED (2) 500 GAL. 110 GPD + 0.74 GPD/SF = 149 SF / CONC. LEACHING CHAMBERS ;. a: �• SIZE OF LEACHING FACILITY PROVIDED o� / / INV. IN=100.93 HYANNIS / IRON PPE BOT. OF CHAMBERS=98.9 CB DH / \ FINDP OPOSE -9-1/2- " L(5) 5" DIA. USE (2) 500 GALLON H-10 CONCRETE LEACHING CHAMBERS IN TRENCH , �, / ° HE D O O 13 KNOCKOUTS MAS SACH U S E17S CONFIGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. FND A` / / ` OBSERVATION PORT 1,-1%2„ TYP, ' - HELD `� / / o PROP061) DIST. BOX LOT 29 , (BARNSTABLE COUNTY) BOTTOM AREA: 25 X 12.83 320.7 S.F. o /` / �j INV. IN-'101.20 SIDEWALL AREA: 2 X (2 X (25' + 12.83')) = 151.3 S.F. O' s INV. OUlN=101.03 2" EFFECTIVE LEACHING AREA = 472 S.F. P C,/ WSW »s; i BOTTOM ON LEVEL „ s' STABLE BASE 6 -MINIMUM 472 S.F. X 0.74 GPD/S.F. = 349 GPD (INSTALLED CAPACITY) i` Q� ry^ 00 I W o \ MARY PHELAN TRUST 3/4 TO 1-1/2 " PLAN VIEW CRUSHED STONE SRO. SEPTIC DESIGN 349 GPD > 110 GPD (239 GPD RESERVE CAPACITY PROVIDED) 0 ,�� � g� i o0 O �"1' OHW '� \ MAP 289 SECTION VIEW 4.3'14- -PARCEL 131 PLAN GOw J PR04SED_ '� / PLAN V lb. Q / CURB TO •^ TES ti ,`CO I' "°g' �S8 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR °' PROP�SED 1 0� PROPOSED �S. IN PUMPED SYSTEM. FEBRUARY (, 2019 1" PE WATER O O ~ INV=102 50 / 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL /I ( 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. o W PROPOSED 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. ®O Irva10 o � �1. BEDROOM o'er FOPOSE[� G SERVI DWELLING IRON PIPE W .F E=109 00 FND G 3 / HELD / I PROP ED 1,500`� AL a LOT 30 TP-4 SEPTIC TANK << 1(tN)=102.26 N/ -----� REVISIONS: / �� o �, o o1(OUT)=,020, JOHN G. CALLAHAN GENERAL NOTES o ADECK MAP 289 N� N0. DATE DESC. ��A• �xz -3 'o� / PARCE 127 �� LOT 36 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE 1 $/22/19 PER HEALTH DIRECTOR 'fo r / l / t a°j 17,41 S.F. / DISPOSAL FACILITIES AND ASSOCIATED SITE WORK. IN _,,��.•^' MARK T. & NANCY A. MEEHAN ,/ � �. -''� ...• h'KUF�'bSED ` / / � MAP 289 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 j /-- RESERVE AR f 6 .), yry AND BARNSTABLE BOARD OF HEALTH REGULATIONS. PARCEL 99 IRON PIPE 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE '`FND N$1'S0'5p"W 20, E / IRON IPE PROPOSED LEACHING FACILITY. �'"� N/F 201. F D 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE JOANNA CALLAHAN MATERIALS. MAP 286 BENCHMARK PARCEL 96 _ IRON PIPE MID 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF 500 GALLON CONCRETE LEACHING CHAMBER (H-101 L0 3 T 1 ELEV=108.62 N/F EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND JEFFREY ASHUR NOT TO SCALE LOT 32 MAP 289 CB/DISK DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL PARCEL, 97 FIND SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 HELD INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A 4" PERFORATED PVC 20" ACCESS COVER REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE TO WITHIN 3 INCHES #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF W/SCREW CAP TO EXTEND DOWN OF FINISH GRADE TO NATURAL SUBGRADE LOAM AND SEED THE FOLLOWING SPECIFICATIONS: PREPARED FOR: ALL DISTURBED AREAS RUFO CONSTRUCTION TYPICAL SYSTEM PROFILE 100% MUST PASS #4 SIEVE P.O. BOX 648 /°5" DIA. KNOCKOUT (TYP.) 7 / / / / / / / / /"`./ % s' /° ✓° 10% MUST PASS #50 SIEVE " HDPE 12-36" COVER NOT TO SCALE 0-20% MUST PASS #100 SIEVE WEST HYANNISPORT, MA 02672 -,/2 TAPER RISER 4" SCH. 40 PVC 0-5% MUST PASS #200 SIEVE 16± 2" LAYER OF 1/8" TO EL.=109.0 L=0.0 FT. R / 1/2" DOUBLE WASHED TOP FOUNDATION 6. EXISTING UTILITIES WHERE,SHOWN ON THE PLANS ARE APPROXIMATE, THE ENGINEER 00 0 0 STONE ABOVE CROWN FIRST PIPE LENGTH DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 0 0 M 0 OF PIPE TO BE SET LEVEL SHOWN. CONTRACTOR SHALL VERIFY THE SIZE LOCATION AND ELEVATION OF INVERTS Cl 0 C� C� C7 C7 34" 24" EL=107.2 4" SCH. 40 PVC O 3/4 TO 1-1/2 C1 C] 0 L7 0 0 C1 0 O EFFECTIVE FOR MIN. 2 " " L=12t FT. FINISH GRADE EL OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR 70 THE START OF ,,� �, �` 0 0 0 0 0 DEPTH C� D C=7 O CI DOUBLE WASHED :.' S=0.02 104.0-104.7 CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES STONE TO CROWN 4" SCH. 40 PVC REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 349 Main Street - Route 28 Cl O OF PIPE " EL .7s 101 West Yarmouth, Massachusetts 4-10 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE 02673 ;•: 000000cioco $'-6" " 1=102.5 PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY 5087788919 12-10 1=102.01 1=100.93 0000000000 ',. COMPANIES, AND SHALLi COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS 1=102.26 1=101.20 5 OUTLET 1=101.03 EL. 98.93 IN SERVICE. FRONT VIEW SIDE VIEW D-BOX © 2019 The BSC Group, Inc. 1,500 GALLON 7.3' SEPARATION 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, NOTES SEPTIC TANK EL 91.6 SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF SCALE: 1" = 20' 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. EST. HIGH GROUNDWATER CONSTRUCTION. NOTE: 0 10 20 40 FM 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL. MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. IN THE TRENCH OVER ALL PVC PIPING OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR FILE:YAR\5027200\Civil\-Drawings\5027200-SEP.dwg 15.240(4). DWG.:6566-01 JOB. NO: 5-0272.00 SHEET 1 OF 1