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Home My Public Portal AboutBOH 10.18.23 supplemental packetKEY: Red=> 19 ppm TN Brewster I/A Systems Per County Database 10/11/2021-10/11/2023 N:\Health\IA Information\BOH IA Enforcement Inform ation\Brewster IA Systems Spreadsheet County Data 10.11.2023 KEY: Red=> 19 ppm TN Brewster I/A Systems Per County Database 10/11/2021-10/11/2023 N:\Health\IA Information\BOH IA Enforcement Information\Brewster IA Systems Spreadsheet County Data 10.11.2023 Brewster I/A Systems N:\Health\IA Information\BOH IA Enforcement Information\Brewster IA Systems Spreadsheet MASTER 2023 Street Beach Plum Lane Map/Parcel 96/63 Brand Bioclere DEP Approval Provisional Year Nutrient Reduction Nutr. Limit ESA O&M Contract Y 2013 BOH and DEP d/c Compliance Notification Response Number 127 306 Blueberry Pond Drive 101/100 Presby General >2000gpd - Ch. 408 development Inspection rqrmnt 30 Brewster Woods Road Brier Lane 56/75 48/45 Bioclere Perc-Rite General Remedial 2021 exempt Y Y 200 19 Burning Bush Way 33/267 Bioclere Provisional historically non- 10/2021 BOH 34 Captain Connolly Road 19/29 Perc-Rite General compliant hearing 5 Carson's Way 23/60 Micro Fast 0.9 General Water Quality Reg (Zoning) - 4 or 47 Carson's Way 23/63 H600A H -Series Hoot more dwellings d/c > 2000 gpd Water Quality Reg (Zoning) - 4 or i Y 60 Carson's Way 23/64 Micro Fast 0.9 General more dwellings d/c > 2000 gpd Y Water Quality Reg (Zoning) - 4 or 56 Carson's Way 23/65 Micro Fast 0.9 General more dwellings d/c > 2000 gpd Y Water Quality Reg (Zoning) - 4 or 14 Carson's Way 23/67 Micro Fast 0.5 General more dwellings d/c > 2000 gpd Y Water Quality Reg (Zoning) - 4 or 26 Carson's Way 23/68 Micro Fast 0.5L General more dwellings d/c > 2000 gpd Y Water Quality Reg (Zoning) - 4 or 35 Carson's Way 23/62 Micro Fast 0.5 General more dwellings d/c > 2000 gpd Y Water Quality Reg (Zoning) - 4 or 40 Carson's Way 23/66 Micro Fast 0.5 General more dwellings d/c> 2000 gpd Y 19 Cedar Hill Road 38/20 Perc-Rite 44 Commons Way Cranview Foster Road Johnson Cartway Jonathan's Way Hamilton Cartway 97/93 38/74 79/25 61/20 95/7 93/9 MicroFAST 0.5 Waterloo Biofilter Micro Fast 0.5 Perc-Rite Singulair Advantex A20 General Pilot General General General w/ N 2022 2018 Nitrogen Phosphorous 19 ppm Zone II/DCPC/CC Bay Watershed 300' Elbow Pond, Bog, GW@ 4.5' Y County N Y No No Letter 6/30/23 Letter 8/22/23 40 300 75 158 85 88 Hamilton Cartway Konohassett Cartway 93/11 72/25 Micro Fast / Drip Dispersal Micro Fast 0.5 General 40 495 Long Pond Road 85/111 Septi -tech General Zone II/DCPC/Herring River 1597 Long Pond Road 94/93 Bioclere Provisional 2003 Nitrogen 19 ppm Watershed Y Y Letter 8/22/23 NSU/Owner 9/11/23/ Monitor for 1 year per BOH 9/20/23 300' to saltmarsh/test every 3 15 Lower Road Main Street Main Street (Ocean Edge) Mate's Way McGuerty Road 37/1 26/7 18/32 94/75 Micro Fast 4.5 Micro Fast w/ UV Amphidrome Sludge Hammer Micro Fast 0.5 General General w/ N Pilot General 2006 2018 Nitrogen Nitrogen 25 ppm 19 or 25 ppi years/CC Bay Wtshed Zone II/DCPC not addressed Y Y No No Letter 8/22/23 JMO'Reilly Email 9/1/23 Influent test scheduled 540 2907 54 39 9/11/21 NSU contract prop.9/21/23 NSU reminder to owner contract prop.9/25/23 NSU email to owner/BOH re: extension 56 McGuerty Road Nancy May Path 94/88 91/14-801 Singulair Perc Rite Pilot 2002 Nitrogen Zone II/DEP reduct. approv. 1x/year Y No Letter 8/22/23 request to pump system then test-ok. 26 78 Old Red Top Road 12/72 Singulair Remedial w/ N Ck on 8/16/24 8/16/23 HOLD - review in 1 year 160 Old Red Top Road 12/44 Singulair Pilot/General201 2003 Nitrogen 25 ppm Zone II/DCPC/CC Bay Watershed Y Y Letter 6/28/23 10/2/23 Contract w/ Bennett,sample start 2/24 85 Old Owl Pond Road 137/75 Perc Rite 65 Pell's Fishing Road 125/50 White Knight 255 Robbin's Hill Road 38/58 Perc Rite 298 Robbin's Hill Road 38/80 jAdvantex AX25RT 17 Russell's Path 85/73 lWaterloo Biofilter Provisional 2005 Nitrogen Zone ll Yes? Yes 0 Sachemus Trail 78/ 1 Bioclere w/ Cultex LF General N:\Health\IA Information\BOH IA Enforcement Information\Brewster IA Systems Spreadsheet MASTER 2023 10/16/2023 Brewster I/A Systems 50 Sarah Maker Lane 85/138 Micro Fast General 2014 Nitrogen 19 ppm Zone II/DCPC/Herr. River & CC Bay Wtshed/Priv.Well N No Letter 9/27/23 10/3/23 Call from owner. Returned call - unable to leave message. 10/16/23 Spoke w/ owner.Will contact Wastewater Services and advise. 18 Samoset Road 85/134 Micro Fast 120 Satucket Road 13/103 Singulair 960 NR 320 Satucket Road 13/103 Singulair 960 NR Provisional 2007 Nitrogen 19 ppm Zone II/DCPC/CC Bay Watershed y No Letter 8/22/23 9/1/23 New 0&M Contract w/ Siegmund Env. Last test 7/7/23 50 Sea Meadow Lane 37/71 Micro Fast 6 Seaman's Lane 12/71 Micro Fast 0.5 53 Sheep Pond Circle 73/11 Biotube ProPak Pump 42 Six Penny Lane 37/29 Micro Fast Remedial 157 South Orleans Road 142/102 Septi -tech M3000N 842 Stony Brook Road 35/46 Micro Fast Remedial 75 Swift Lane Sludge Hammer 7 Thousand Oaks Drive 107/21 Advantex Provisional Nitrogen Zone II No No Letter 8/22/23 9/7/23 Owner contacted office.9/21/23 Owner update - waiting for response from operator. 10/4/23 Owner update -JM O'Reilly responded no but will reassess. 54 Thousand Oaks Drive 108/23 Micro Fast General 2016 Nitrogen 19 ppm Zone II/DCPC/Pleasant Bay Watershed y No Letter 9/27/23 10/13/23 No response Trevor Lane (Ocean Edge) White Knight 42 Warren's Road 38/75 Perc Rite 120 Woodlands Lane (PBA Living) 143/12 Amphidrome 83 Greenland Pond Road 94/27 MicroFAST 0.5 General 2021 Nitrogen 19 ppm Zone II/DCPC/Herring River Watershed y No Letter 9/27/23 9/27/23 Cert. mail returned -unable to find correct mailing address N:\Health\IA Information\BOH IA Enforcement Information\Brewster IA Systems Spreadsheet MASTER 2023 Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 0263 1-1 898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth,._: rmster-ma.goy WWW.BREWSTER-MA.GOV I/A System Samples for Discussion Continued October 18, 2023 BOH Meeting I/A Systems (Systems out of compliance): 1. System BREW-Com044-FAS - 2022 installation of MicroFAST 0.5 - Property in Zone II, DCPC, and CC Bay Watershed - General Approval with Nitrogen removal - Maximum 19 ppm of Total Nitrogen allowed - Sample frequency -4x/ 1st year, then 2x/year - Total Nitrogen above limit 2. System BREW-Rob298-Adv - 2020 installation of Advantex AX25-RT - Property in CC Bay Watershed Health Department Amy L. von Hone, R.S., C.H.O. Director Remedial Approval with Nitrogen removal - Maximum 19 ppm of Total Nitrogen allowed (not specified in BOH approval) Sample frequency — 2x/year, then request reduction (seasonal use) Total Nitrogen above limit, data missing Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant 3. Systems currently under review by BOH - 83 Greenland Pond Road -letter sent, undeliverable - 158 Jonathon's Way - letter sent, no response - 1597 Long Pond Road- letter sent, review in 1 year - 39 McGuerty Road -letter sent, influent sample scheduled - 56 McGuerty Road -letter sent, no response - 78 Old Red Top Road -letter sent, review in 1 year - 50 Sarah Maker Lane -letter sent, owner contacting operator for troubleshooting - 320 Satucket Road -letter sent, no response - 7 Thousand Oaks Drive -letter sent, owner researching operators for contract - 54 Thousand Oaks Drive -letter sent, no response N:\Health\BOH Meeting Notes\BOH Hearing Notes\BOH Hearing Notes 10.18.23 IA Samples.doex -1- Q W 3 aD L M a 0 E E 0 U Bk 35502 P:9337 4579:3" 11-23-2022 a 10 = 4-2cx Town of Brewster 2198 MAIN STREET Health Department BREWSTER, MASSACHUSETTS 02631-1898 a Amy L. von Hone, RS., C.H.O. ar CO Director PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 Sherrie McCullough, R.S. brhealth 4brewster-ma. ov Assistant Director WWW.BREWSTER-MA.GOV Tammi Mason Senior Department Assistant November 16, 2022 RE: Notice of Board of Health Approval/Deed Restriction ; _Dear �: The Brewster Health Department is in receipt of plans and specifications for the septic system construction at Brewster. The septic system plan designed by J.M. O'Reilly & Associates, Inc, is dated February 28, 2022. This Department has reviewed this information and approves of the request as shown on the plan: Proposed construction of a one (1) bedroom single family dwelling and septic system located within the Brewster District of Critical Planning Concern (DCPC) with the following conditions: 1. Installation of a MicroFAST 0.5 Unit under DEP General Approval with Nitrogen Reduction (Transmittal #X232831, dated December 29, 2010, and revised March 20, 2015) 2. Throughout its life, the MicroFAST 0.5 Unit shall be under an operation and maintenance contract with a certified operator for a minimum of one (1) year. A signed copy of the most current contract must be always on file at the Brewster Health Department and the Barnstable County Department of Health and the Environment (BCHDE). The MicroFAST unit shall be registered with BCDHE annually per the Barnstable County I/A Monitoring Program. 3. The monitoring program for the wastewater treatment system shall follow the parameters schedule as outlined in the above DEP General Approval Letter. Copies of the inspection and maintenance reports are to be submitted to the BCDHE within thirty (30) days of the inspection date. Data provided to the BCDHE must be provided in a format acceptable to BCDHE. 4. The proposed dwelling and the septic system have been approved for a maximum one (1) bedroom, 2,500 square feet of lawn area, and maximum 19 ppm/ Total Nitrogen in the sewage effluent based on the Brewster DCPC Nitrogen Loading requirements. N:\Health\BOH Decision Letters\IA Approval Letters\0 Commons way Lot 33 Road MicroFAST Approval 10.192022.doc 5. Prior to issuance of the Certificate of Compliance, certification of the septic system by the MicroFAST Unit consultants and the Design Engineer to the Health Department is required. 16.-' Prior to issuance of the Certificate of Compliance, this Approval Letter must be properly recorded at the Barnstable County Registry of Deeds and a recorded copy of same shall be furnished to the Brewster Health Department as proof of the recording. Please feel free to contact me if you have any comments or questions on the above. I can be reached at the Health Department, 508-896-3701, ext. 1120, Monday through Friday, during the business hours of 9:00 a.m. to 10:30 a.m. Sincerely, ---ShLarrie McCullough,- R. -S. Assistant Health Director - cc: J.M. O'Reilly & Associates, Inc, 1573 Main Street, Brewster, MA 02631 File BARINSTABLE REGISTRY OF DEEDS John Fr, Meade, Register N:\Health\BOH Decision Letters\IA Approval Letters\0 Commons way Lot 33 Road Micro FAST Approval 10.192022.doc I/A System Sample Report History Barnstable County Department of Health and Environment P.O. Box 427, Barnstable, MA 02630 Effluent Sample Results Date T/J Nitrate Nitrite TKN 05/17/2023 7S? 18.9 3.88 08/17/2023 , 9 7.51 0.72 1.73 Median 13.205 0.72 2.805 Influent Sample Results No Influent Sample Results 10/16/2023 01:02pm Page i of 1 GENERAL NOTES: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONSTRUCTION NOTES: 1.) ALL CONSTRUCTION SHALL CONFORM TO TH E STATE ENVIRONMENTAL CODE, TITLE 5, ANDTHE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTICTANK(S), GREASE TRAP(S), DOSING CHAMBER(S) AND DISTRIBUTION BOX(E5) SHALL BE SET ON A LEVEL STABLE SASE: WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 3.) SEPTICTANK(S) SHALL MEET ASTM STANDARD C1127-93 AND SHALL HAVE AT LEASTTHREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". 4.1 SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AN D OUTLET TEES TO WITHIN 6" OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 6.) PIPING SHALLCONS15T OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%. 7.) DISTRIBUTION LINES FOR SOILABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED AT END OR A5 NOTED. 8.) OUTLET PIPES FROM DISTMOUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOXTOASSURE EVEN DISTRIBUTION, 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO 1-1/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST AN D SHALL BE €NSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOILABSORPTION SYSTEM, BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED NATIVE STONE FREE OF IRON, FINES AND DUST, 11.) VENT SOILABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; L,WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATEREAL; OR WHEN PRESSURE DOSED. 12.) SOILABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 11) FINkSH GRADE SHALL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM COMPONENTS, INCLUDING THE SEPTIC TAN-K;DISTRIBUTION BOX, DOSING CHAMBER AND SOILA35ORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER OF 9", 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH AREA FOR ALLACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. STONE 6'' , AMS. 'h c� M SAS 4.0' 4.83' 4,0' 25.7 PLAN VIEW SCALE: 1" = 10' FLOW PROFILE: Contact: FAST UNIT INFORMATION: MODEL: MICROFAST#0.5, INTERNAL J&R ENGINEERED PRODUCTS, INC. RAYNHAM, MA, (508)-823-9566 ----------- NSPECTIQN/PUMP NOT TO SCALE TOP OF FOUNDATION EL = 121.0± O m 2" MIN 0 Blower Piping SOIL TEST LOGS: TFST HnI F 1 : F1 =1 19.7± SURFACE (INCHES) �1011_ HORIZON RIZON -FXiURE (USDA) COIL LOR (MUNSELL) SOIL MOTTLING OTHER C"-6" A E _GAMY SAND 10YR 3/1 NONE 6"-28" Bw LOAMY MEDIUM SAND 10YR 5/6 NONE MASSIVE, VERY FRIABLE 28"-130" C COURSE SAND 10YR 6/8 NONE LOOSE, SINGLE GRAIN, VARIEGATED COLOR 98"-124" C2- NETO MEDIUM SAND 10YR 6/4 NONE ILOOSE, SINGLE GRAIN TFST lAnI F 7' Fl =1 1 R -F+ DEPTH FROM SURFACE. (INCHES) SOIL HORIZON SOIL TEXTURE ;USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0"-8" A E _GAMY SAND 10YR 3/1 NONE W-27" Bw OAMY MEDIUM SAND 10YR 5/6 NONE MASSIVE, VERY FRIABLE 27"-98" C1 ',/EDIUM TO COARSE SAND 10YR 6/6 NONE LOOSE, SINGLE GRAIN, VARIEGATED COLOR 98"-124" C2- NETO MEDIUM SAND 10YR 6/4 NONE ILOOSE, SINGLE GRAIN DATE OF TESTING: 12/16/21 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C' LAYERS. WITNESSED BY: CALEB PAUS, EIT, SE #13728 AMY VonHONE , DIRECTOR, BREWSTER'IEALTH DEPARTMENT NO WATER ENCOUNTERED. USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. FAST TANK COVERS FOR ACCESS & PUMPING TO BE SET AT GRADE, DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0"-4" A E LOAMY SAND 10YR 3/1 NONE 4"-23" Bw LOAMY MEDIUM SAND 10YR 5/6 NONE MASSIVE, VERY FRIABLE 23"-46" C1 LOAMY COURSE SAND 10YR 6/4 NONE SOME GRAVEL 46" 128'" C2 COARSE SAND 10YR 6/6 NONE LOOSE, SINGLE GRAIN, VARIEGATED COLOR TEST HOLE 4: EL=120.6± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0"-4" 6/E LOAMY SAND 10YR 3/1 NONE 4"-30" Bw LOAMY MEDIUM SAND 10YR 5/6 NONE MASSIVE, VERY FRIABLE 3C"-75" C1 MEDIUM TO COARSE SAND 10YR 6/6 NONE LOOSE, SINGLE GRAIN, VARIEGATED COLOR 75" 126" C2 FINE TO MEDIUM SAND 2.5YR 6/4 NONE LOOSE, SINGLE GRAIN SYSTEM DESIGN CALCULATIONS: SEWAGE DESIGN FLOW± 1 BEDROOM DWELLING @ 110 GPD = 110 GPD LEACHING CAPACITY REQUIREDi 1 BEDROOMS((MAX.)110 GPD = 110 GPD REQUIRED SEPTIC TANK CAPACITY REQUIREDi DAILY FLOW = 110 GPD @ 200T-=220 220 GAL. REQUIRED SEPTICTANK CAPACITY PROVIDEDi 1500 GALLON SEPTICTANK MIN.'ALLOWED) LEACHING CAPACITY PROVIDEDi ONE 1 16.5 ,83 X .0 E CHING CHAMBER CAN LEACH: Vt=((16.5 X 12,83) + (16.5 X 2.0)2 + (12.83 X 2.0)21 X 0.74 GPD/SF = 243 GPD 243 GPD > 110 GPD REQUIRED NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH TI II ; DESIGN. INSTALLI ONE (1)- 1500 GALLON SEPTIC TANK WITH 'BIO-MICROSIC5' MICROFAST 0.5 TREATMENT UNIT 1 USE ACME SHOREY PRECAST FT15M0.5 OR ENGIN I'ER APPROVED EQUIVALENT ONE (1)- MICROFAST 0.5 SUBSURFACE BLOWER UNIT & CONTROL PAN EL ONE (1)- 3 OUTLET DISTRIBUTION BOX (H-20 Rated) ONE (1)-500 GALLON LEACH CHAMBERS WITH 4' OF NATIVE STONE ALL AROUND i - 118 x 118.2 y0j 1$ x 119, LOT 33 ytig ArIL 8,40Q 5F± u9.o 120 x 118,6 �#2 Tp �� f ' PROPOSED PORCH x x 118.7 EST PIT 1 9 x 1195 i RESERVE f DB �r + 119.1 PROPOSED 5A5 1 DWELLING -- 35.3'- 20' MIN TOP OF FNDN EL=121.0 ST ` x 1200 11 0' 10' IN TP #3 x 119r1 fi x 119.3 P#4 n % 12016^ .:.;. Q : p x 1 0'3 •••_ f x 126.6 k h� x 119,3 ,gyp x 120.3 A CB (FND) 5 ti a� N x 120.2 � "�. , x f19�7�191�9,4 CL rD,. x 120.2 l a { 49.5 d f y v > m rbc x 12013 `' -� :'' ' r{ 1 0.0 x 126.4 f x 1208 w 999 n� ci M � u N r x 1205 PROPOSED WATER SERVICE 70 m BENCHMARKI Top of Concrete Bounc EL=119.9 (NAVD 1988) PROP05ED ii 120,?I 119.9 x 120.5 DRIVEWAY x 1203 x 120,4 --x 120. x 120,8 6 j k L20.c' " 116.9 0 ti l CB (FND) 1 FA THE LAYOUT AND DIMENSIONS OF THE PROPOSED DWELLING HAS BEEN TAKEN FROM THE PLAN DATED 2/14/21, PREPARED BY SLP (MURPHY BUILDERS CO,), COVERAGE NOTE: PROPOSED HOUSE: 1,575 SF± PROPOSED PORCH: 704 SF± I OT AREA: 18.4011 SFS LOT COVERAGE: ((1575 + 704) / 18,4001 x 100% = 12.4°% ± Brewster Health [7epartrnent Ayy P PR®VED Name P LAN A TOTAL OF TWO (2): (1) DB, 11) SAS SCALE '`Q' PROPOSED BLOWER SUB -SURFACE 21" DIAMETER CONCRETE COVERS 6 INSPECTION PER MANUFACTURERS PORT/VENT SPECIFICA ELECTRICl�.LQONDUIT FROM BLOWER RNS IADDTO WITHIN 6" E (ORAS NOTED) F FINISH � MIN VENT THIS AREA IS SERVED IPE CONTRCL SYSTEM TO (SEE NOTE #5) BY TOWN TER. BLOWER/GLOWER HOUSING H� -PROPOSED EL= 119.5 PROPOSED EL = 119.5 PROPOSED EL= 119.51�PL��N Q 20 40 6a JOHN JOHN M. �� SCALE 1 -JOINTS MUST 8E WATERTIGHT o O'RF.ILLY cs 4" TEE L3 NO. 46733 `� CIVIL E ,� 35.4± ON INLET 36" Proposed NO iG200 aLx - ft 116.5± (g, Min- 36 Max) , 9�„ M l 1 R P N V R I 1 I 1171 RI r'f� FILTER FABRIC OR ENG, APPROVED EQUIV. ,. 117.00 115. . 25 SETTLING F116.50 116.33 "' �' 3/4 1-112" NATIVE STONE per-•. ZONE 2" DROP / t�. OF ri��, �,F.«-,.,� TREATMENT % 113.7-5//"' 4° [101 ZONE USE ONE (1): SHOREY PRECAST effluent 500 GALLON LEACH CHAMBERS 5.8'± Cn O'HE!u_Y ' ,JOHN M. i PROPOSED 1500 GALLON Longest Rur WITH 4' OF NATIVE STONE ON ENDS NO, 46733 Q'HFILLY -1 I CONCRETE SEPTIC TANK WITH 17' 13'- AND ON SIDES CIvH_ DB -3 (END VIEW) - EL =107.9± BOTTOM OF TH #1 w , ;� N . 362'00 � MICROFAST 0.5-� D_BOX NO G.W. ENCOUNTERED �^ LI.' FAST UNIT INFORMATION: LEACHING CI iAMBER Model: MlCROFAST #0.5 li� 20 �� 16.5' x 12.33' x 2.0' USE MODEL FT15M0.5 TANK BY ACME-SHOREY vq� G:1AAJobs\9260 MURPHY -COMMONS WAY\DWGI`9260/SDS PLAN.dwg Y A ~ 30�` a g�w�TF9> s '• r •a t oq• `� 4q Y�iii "isy . August 13, 2015 TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896.3701 EXT 1120 FAx:(508)896-4538 BRHEALTI-I@R,BREWSTER-MA. GO V David C. Bennett, LPG, CGWP, RS Bennett Environmental Associates, Inc. P.O. Box 1743 Brewster, MA. 02631 Dear Mr. Bennett: OFFICE OF HEALTH DEPARTMENT RRCEIV'EO AUG 't ?'MS On August 4, 2015, the Board of Health voted to approve the following variances from Title 5 and the Brewster Board of Health Regulations: 1. To allow the proposed soil absorption system (SAS) to be 6 feet from a property line. 2. To allow the SAS to be 21 feet from a dune (BVW). 3. To allow the granting of the variances in an Environmentally Sensitive Area with the approval of the Advantex. AX25RT treatment system capable of denitrification. Because the property is in an Environmentally Sensitive Area, the owner must agree to install water saving devices on all fixtures. There must be a deed restriction limiting the home to four (4) bedrooms. Enclosed please find a Certificate of Granting of Variance Form which must be properly recorded in the Registry of Deeds. A Disclosure Notice in the Deed to the property must also be properly recorded in the Registry of Deeds. Please submit a copy of the recorded document(s) to this office. If you should have any questions,'please do not hesitate to contact the Health Department at 508-896-3701 ext. 1120. Sincerely, EA STAB� E COUNTY STRY OF DEEDS E COPY, ATTEST Nancy lis zce, C.H.O., R.S. �Health Director t�A®, REGISI`k WWW.TOWN.BREWSTER.MA.US BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register UA System Sample Report History Barnstable County Department of Health and Environment P.O. Box 427, Barnstable, MA 02630 Effluent Sample Results Date TN Nitrate 11/01/2021 84.3 66 05/27/2022 5.612 5.2 05/04/2023 106 88 Median 84.3 66 Influent Sample Results No Influent Sample Results Nitrite TKN BOD5 TSS 18.3 10 0.098 0.314 18 0.098 18 0 10 10/16/2023 12:51 pm Page 1 of 1 FLOW PROFILE NOT TO SCALE LOWER LEVEL 5LA5 ==M EL= 12 E'-- 1 ! .55 (MIN) DWELLING 24.2 BOATIEDUSE 12.41 4.50 PROPOSED 1 500 GALLON 2 COMPARTKAENT (H-20) SEPTIC TANK (SIDE VIEW) TOP VIEW EL=4.34± 4" PVC VENT f CAP BY "5WEETAIR" 24" diameter concrete covers raised to within G" of finish grade (or a5 noted) Inspection Port and cap with magnetic markarlg tape to within 3" of grade lL-_- EL- 13 EL= 13 PROP05ED AX25 800 GALLON RECIRCULATION TANK (51Dt VIEW) DD -6 (H-20 Rated) D -BOX 40 mil hIDPE Liner (See Note #21) us' Gra, EL 13.5 Concrete Block 3 Retaining Wall Firnsh Grade BHC LEACH (,hAMb1=K5 IN t5tU CUNFIGUPAT€ON WITH FOUR (4) ROWS OF EIGHT (5) CHAMBERS LEACH CHAMBERS -G" min Compacted Dense Grade Fill (Processed Bluestone) EL=4.34± Estimated thigh Grourdwater - Alternative Method per 1 5. 103(3)(b)(4) as M>asured in MW- I EL= 3.05± Hottom of Test Hole #4 Over Pvll Moon -119h Tide Cycles ADVANTEX AX 2 5 KT TREATMENT 5Y5TEM - DETAI L5 Primary Tank - Top View ^r _ __ 500 gQ-. - - . CONSTRUCTION NOTES: I .) ALL WORK SHALL CONFORM TC THE 5TATI= ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): STANDARD KEQUIREMFNT5 FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND D151`05AL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. N 2.) ANY SEPTIC SYSTEM COMPONENT iNSTALL�F D IN A LOCATION WHERE THERE I 5 POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE. SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 3.) COVE R5 OVER THE INLET AND OUTLET TEE5 OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE, LEACHING EI11'LD5, TRENCHES, AND OTHER SOIL A550R7TION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION 1`02T CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SDIL AB50RPTION SYSTEM WITH A CAP ACCESSIBLE TO WTHIN 3" OF FINAL GRADE. 4,) PIPING 5HALL CONSIST OF 4" 5CrIEDULE 40 PVC OR EQUIVALENT. PIPE 51ALL BE LAID ON A MINIMUM CONTINUOU5 GRADE OF NOT LESS THAN 2010 FROM THE BUILDING TO THE 5EPTIC TANK, AND NOT LE55 THAN 1 %6 OTHERWI5E. 5,) DISTRIBUTION LINES FOR THE 501L ABSORPTION SYSTEM SHALL BE 4" DIAMETER 5CHEDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE GAPPED AT END OR A5 NOTED. 6.) LINES FROM THE DI5TKIB1_JTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FLET BEFORE PITCHING TO THE 501[ AB50RPTION 5Y5TEM. D15TKOUTION BOX SHALL BE WATER TESTED TO A55UFE EVEN DISTRIBUTION. 7.) GROUT TO BE J51 -D AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 8.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THF LIMITS OF THE SEWAGE DI5P05AL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 9.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS 5HALL BE MARKED WITH MAGNETIC MARKING TAPE, J 0 THERE ARE NO KNOWN WELL5 WITHIN 200' OF THE PROFO5ED SOIL ABSORPTION SYSTEM. I ! .) FROM THE DATE OF THE IN5TAL1AT!ON OF THE 501L A55ORPTION SYSTEM UNTIL KECEIFT OI" THE CERTIFICATE OF COMPLIANCL=, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 12,) THE DESIGNER WILL NOT BE RE5PDN515LE FOR THE SYSTEM A5 DE5IGNI=D UNLE55 CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. 13,) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE D1;51GNI=R. THE DESIGNER 5 -(TALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERM5 OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUE5TED. 14.) CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OP ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 15.) CONTRACTOR SHALL VERIFY THAT ALL WASTE LINE5 ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 1 6.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY 5EPTIC 5Y5TEM C0MPONENT5. f 7,) IN5TRUMFNT SURVEY CONDUCTED POR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED FOR STAKING, OF ANY OTHER PURPOSES. 15.) SOIL REMOVAL: ALL TOPSOIL ("A" LAYER SHALL BE REMOVED FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE 501L A155OPFTION 5Y5TEM DOWN TO THE CLEAN SAND LAYffK (FL= 10.05-±). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. 20.) EXISTING SEPTIC COMPONENTS TO BE LOCATED: PUMPED DRY, FILLED WITH CLEAN 5AND AND ABANDONED IN PLACE. AREA TO FSE COMPACTED TO MINIMIZE SETTLING. 2 1.) INSTALL A 40 m11 HDFL LINER FOR BREAKOUT FROM EL 12 TO EL 1 0.75 AS SHOWN ON PLAN (5EE PLAN VIEW). 23.) INLET AND OUTLET TEE KNOCKOUTS IN ALL COMPONENTS TO BE SEALED AND MADE WATERTIGHT WITH HYDRAULIC CEMENT. Box (nal Discharge lrege Pump Pump Box REMEDIAL USE APPLICATION SCALE: I" = 3' SIDE VIEW Slope to dram away from lid 3 ot�'��•F`fl_e L F: -A JAc Ad `-'50444-3�:V =r dodel F -U0444 -36V o- Acci l FfO522-:45 - - - - ars,'-_ -_ � _ � '•,`•ew GENERAL NOTES: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED, B.) THE DESK=NEER WELL NOT BE RE51PON5113LE FOR THE SYSTEM AS DESIGNED UNLESS CON: KUCTED A5 SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, D.) THIS PLAN DOE5 NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING BYLAWS, 5PECIMCALLY BUT NOT LIMITED TO DWELLING 51DELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS, AS TME RESPONSIBILITY OF THE CONTRACTOR ISSUED THE BUILDING PERMIT. SYSTEM DESIGN CALCULATIONS SEWAGE DE51GN FLOW REQUERED: 4 BEDROOM DWELLING (MIN ALLOWED) @ I 10 GPD / BEDROOM = 440 GPD REQUIRED SEWAGE DESIGN FLOW PROVIDED: THIRTY-TWO (32) ADS UNITS IN BED CONFIGURATION IN FOUR (4) ROWS OF EIGHT (8) UNITS EACH. Vt = [(440 / 0.74)1 (4.80 FT2 /FT) / 5.0 LP] _ 24.8 ADS UNITS REQUIRED (32 PROVDED) 568.3 GPD PROVIDED > 44C GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: DAILY FLOW -440 GPD @ 200% = 880 GPD SEPTIC TANK. CAPACITY PROVIDED: 1 500 GALLON 2 -COMPARTMENT SEPTIC TANK 1 500 GALLONS > I 100 GALLONS REQUIRED A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN FLOW INSPECTION NOTE: FRIOR TO FINAL INSPIfCTION BY THE FNGINEER/5ANITARIAN, SYSTEM NEED5 TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, Orenco 24`0 PVC Access Kiser(5) with 24"0 Gasketed Lid ar;,, 0.21" (+yo) INSPECTION PORT (SEE NOTE 0 FLAN VIEW SCALE: I " = 1 0' 501L REMOVAL RZQUIRED (SEE NOTE # 18) CONCRETE BLOCK RETAINING WALL 40 and HDPE LINER (SEE NOTE #2 1) END VIEWO Ga Optional I " Thick In5uiation Flow Control For Cold Weather Applications Disk with Orifice- Installed rificeInstalled Here Vent Splice Box (typ.) To Septic Tank or First Compartment of Processing Tank 1. i anal D15charge n, n Leve r- hii9n Override -' � et-ei 4 - =Return Redundant Off J1__.,,.. '.'aloe ww Level Al 1j +} 42.5' 41„ 0 35" !j Pump Vault za^ i'.'I 18"' Rt.Grate f l� Recirc. Transfer Line Orenco Rearc.� Pump System :L/ Orerico D15charge Pump System AX25 800 gal. P.eclrc. Tank - Side View Dl5charcge Chamber - End View 501L TEST LOGS Test Ho#e # I (EL= 0.76±) Depth Layer Sod CIa55 Sod Color Comments O"-6" A Loamy Sand I OYR 516 Top5oll 6"-10" B Loamy Sand I OYR 616 5ub5oll 1 0"-G8" C I Sand (EL 9.93-2.76) I OYR 712 Clean Sand 68"-96" C2 Sand (EL 5.38-3.05) 1 OYR 618 Groundwater Encountered at 77" Groundwater Encountered at 77" ,'EL 4.34) Test HOIe #3 (EL= I 1.05:t) Depth Layer Soll Class 5011 Color Comments O"-7" A Loamy Sand I OYR 5/6 Topsoil 6"- 10" B Loamy Sand I CYR 616 Sub5ol 1 0"-G8" C I Sand (EL 10.22-5-35) I OYR 7/2 Clean Sand 68"-96" C2 Sand (EL 5.38-3.05) 1 OYR 618 Fine 511ty Sand Groundwater Encountered at 77" Groundwater Encountered at 82" (EL 4.34) (EL 4.22) C` M.H.W. AT FL 5.5' DRAFT FENCING i C�'ly;TAL BCACr1 COASTAL BEACH Faf15TING STN R5 � ♦/-1 // �// 50 SETBACK TO COA57AL DEALT WALKWAY / I'KIMAKY FRONTAL DUNE SCC)` DRIFT PENDING !/r . -' �-- PRIMARY �/ . �_ 51 FRONTAL DUN / !/ i' • l '-/� / - _�_ / -as seraAc. ,u s 1 COATAL DEAOH VAN LENEL� EY.S""ING P057 4 RAIL C, MON. WELL , T.O.C. EL 10.90 u1srA .t:u FROM ( �j✓ VV, \ • 1 h VELOCITY Z'NF Mia N Level LAND 5NBJECT TO K ILEA ('fYP} COA5TAL 5TORM FLOWAGE �orfiurrr I �\ E 12 -Or~� TRF` ) FXiTI A:G 5T , H 5 I 4i, -nif -ID'E JNFR (SFF1OTF #20) 1 ` L _ ;SEE NOTE #2!) CONCR= BLOCK RETAINING WALL L/y (5EE DETAIL) "5TING DRIVEWAY TO �� 1 b ( BE RELOCATED CN Y i'O nJ�J2 t y 1 EXISTING WATER EXISTING FLOW _ �% I 51FRVICF TO BE D'F 5 II RELOCATED . 1 IOU 5FrBACK TO (SEE NOTETE #20) - 501E REMOVAL REQUIRED Test Hole #2 (EL= 10.76±) Depth Layer Soil CIa55 Soil Color - Comments Topsoil O"-7" A Loamy Sand I CYR 516 711- 10" B Loamy Sand I CYR 616 Subsoil 10" 96" C I Sand (EL 9.93-2.76) I CYR 712 Clean Sand Clear Sand 72"-96" C2 Sand (EL 5.05-3.05) Perc 20-38" 25 gaV6:00 min Fine Silty Sand Groundwater Encountered at 77" Perc 30-46" 25 307: 12 (EL 4.34) Test Hole #4 (FL= I 1 .05±) Depth Layer oil Class Soil Color Comments O"-8" A Loamy Sand I CYR 5/6 Topsoil 8"- 12" B Loamy Sand 11616 5ub5od 12"-72" C I Sand (EL 10.05-5.05) 11712 Clear Sand 72"-96" C2 Sand (EL 5.05-3.05) 1 OYK 618 Fine Silty Sand Perc 30-46" 25 307: 12 Groundwater Encountered at 82" (EL 4.22) DATE OF TESTING: 9/ 1 911 3 PERCOLATION RATE: LE55 THAN 2 MIN/INCH C i SAND LAYER AND B LOAMY SAND LAYER (TP- I ITP -4) WITNE55ED BY: DAVID C. BENNETT, R5, BENNETT ENVIRONMENTAL AS5OCIATE5, INC. SHERRIE MCCULLOUGH, BREWSTER BOARD OF HEALTH NO GROUNDWATffP ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL A550RPTION SYSTEM. VAKIANCE REQUESTS LOCAL UPGRADE APPROVALS 3 10 CMR 15.403 MAXIMUM FEASIBILITY COMPLIANCE 3 10 CMR 15.404 VARIANCE TO TITLE V MINIMUM SETBACK KEQUIKEMENTS 3 10 CMR 1 5.2 1 1 SAS NOT 50' FROM BVW (DUNE) 20.99' PROVIDED 29.01 1 VARIANCE REQUESTED SA5 NOT 1 0' FROM PROPERTY LINE 6.03' PROVIDED 3.97 VARIANCE REQUESTED LOCAL BKEWSTEK BOARD OF HEALTH REGULATION.- LEACHING FACILITY SETBACKS SAS NOT 1 00' ('ROM WEi-IANDS (DUNE) 20.99' PROVIDED 79.01' VARIANCE REQUESTED 25' 5ETBACK TO - EACf1rNG CATCH BASIN 'VI5 0 30 GO SCALE I "=30' 5ECONDARY DINE (SFE NOTE # 18) REV. 7123115: Revise so calculations for 4 bedroo 90 "\ M=q M,UT'j SHEET 1 OF 2 REFERENCE - PLAN TITLED "SURVI<Y WORKING FLAN", PREPARED 13Y DEMARE5T LAND 51JRVEYiNG, DATED I f 12011 4 3�N�:17MAIZC TAG BOLT tL = 1 3.32' NAVD 86 PLAN 5CALE: 1 = 30'