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HomeMy WebLinkAbout0111 PATRIOT WAY - Health (3) Lid/ r - �9a TOWN OF BARNSTABLE LOCATION �r kA� SEWAGE# SCQ VILLAGE C¢,40-J Me A E�S�S�O'R'_S MAP&PARCEL ( 2 -2L, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.(type) _ _ eZ SCE qk. 1..dAs (size) 31,E y?o� NO.OF BEDROOMS 3 OWNER PERMIT DATE: (z 2t'L\ COMPLIANCE DATE: 3 3 Z t�Z Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Z114 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility I Feet FURNISHED BY 2;� l ' 47 Zo VA 3s Ndr Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �� PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE, MASSACHUSETTS 01ppl Lation for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( )__Upgrade( ) Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No. t` 1 tg ,q-�r j e4 wA`1 Owner's Name,Address,and Tel.No. 51JA W iJ 0011 1C 4- S0 5 4 I-J MA 0 0 N /U 0- Assessor's Map/Parcel �9 a1 zas ill P.ai atc - W41 Ce w4rR,,it e_ n.A o 2`gam Installer's Name,Address,and Tel.No. S©If 814 '7'13 Designer's N me,Address,and Tel.No. -5 0 S .S G(o- GG c1 ntn�ytioos{ Cows}s? c4. u 5ep4lc sj t�mr J.m. 0' a%f1.i 4 N55ccL.4Jes .i r14C ,- E rc.A-4luv Conr PG 3avc 13t'o Oaoujs4e- 100 Rex 1113 O eew s4Pti M/0 B?(m3i Type of Building: ob e I A o2 31 Dwelling o.of Bedrooms 13 Lot Size 16 +%3 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3`/T gpd Plan Date 1 1 / 10 j9 a a Number of sheets ( Revision Date Title SO-eS-ev, IC .p15p,S/' -1y5Ve �eStcy 4 Size of Septic Tank /.(o o qA Ll.o W Type of S.A.S. a S®c, 14 ��� �-�¢� CNk-Lb OAF Description of Soil r1 If Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea e � l��`^ Date I Application Approved by Date - Application Disapproved by Date for the following reasons Permit No.�� 7 Date Issued I _ la = s No- / Fee . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION rOWNOF BARNSTABLE, MASSACHUSETTS Yes T 2l' pliclation for Zisposal *pstem Construction Permit ~' Application for a Permit to Construct( ) Repairs('. Ungr�oe( ) Abandon( ) 12fComplete System ❑Individual Components _.t 3 � ? Location Address or Lot No. `{ ` �` Owner's Name,Address,and Tel.No. [e N.4 r 2°J 0 42 50A W°A Ucy 14Z7 t so $ n+R n v ry /U 0.. ;..+ Assessor's Map/Parcel i�i 1 - '4.5 I l i P A{ n.;,1 c{/ y C C�;!»� /� 0.1 C 3 a mac' Sv 4 b 9 5 o b " Iptaller s Name,Address,and Tel.No. Dejigner�Name Address,and Tel No. 1\c�a�..J.h,.,�s� C..+o.lstO•c.j �.0 3jc 5��51nrr�: 1- ecN4�I.j 4 Fi55c< �41�5 F^a 3r�nva)°ca, ce+ t� P6 AL,4 S` 13Fv Pp.54 re 1-70 P�a'x '1713 DP—ew51PrL PIA 07L13-1 Type of Building: Q('F J u C 'n �{ •r Dwelling No.of Bedrooms Lot Size 16 , 03 sq.ft. Garbage Grinder( ) Other Type of Building } No.of Persons Showers( ) Cafeteria( ) Other Fixtures y „t� ' t} Design Flow(min.required) 3 gpd Design flow provided 3y y gpd / s Plan Date 1 ` 1 o / 1 Number of sheets Revision Date Title S 1C: DIsP� sn ( 5y5iFm De51y;J Size of Septic Tank /;Q° 3 A 11 �'� Type of S.A.S a Jr°L �J �<< �� b�aI Description of Soil F'11 rD , Cl 1 Nature of Repairs or Alterations(Answer when applicable) 4 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He S'gned Date 1( �0 2 t �. '..a-Application Approved by Date Application Disapproved by fi Date for the following reasons Permit No. 6 Date Issued --------------------------------------------------------- -------------------------- --------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dis o al system Constructed Repaired Upgraded i g P Y ( ) P ( ) P�' ( ) Abandoned( )by—_ C1�J`1 1 �Q ism 4 at q e�'ok �e�..,� CV\'�tas been constructed in accordance ) with the provisions of Title 5 and the for Disposal System Construction Permit No f__77��--��dated / Installer A) Designer #bedrooms Approved design flow U gpd The issuance of this permit hal not be construed as a guarantee that the system will/ nctio as design d. 77 i Date �j J Z Inspector UW --------------------------------------------------------------------------------------------------------------------------------------- f Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstr tt Construction 3permit Permission is hereby granted to Construct ) Repair( ) Upgrade VI Abandon( ) �w l System located at ` ° `> ���� QO. // V_ 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, rmit. Date Approved b j. Town of Barnstable Regulatory Services Richard V. Scali,Interim Director * BARNSTAB14 + Public Health Division �Fo►�'�° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 03/03/2022 Sewage Permit# a(�a`-NSO Assessor's Map\Parcel 192/225 Designer. J.M. O'Reilly&Associates, Inc. Installer• Northeast Construction Address. P.O. Box 1773 Address: P.O. Box 2356 Brewster, MA 02631 Brewster, MA 02631 On a ( ( Northeast Construction was issued a permit to install a (date) (installer) septic system at 111 Patriot Way based on a design drawn by (address) J.M. O'Reilly &Associates, INC. dated 11/10/2021 (designer) aI 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 of the I\A approval letters(if applicable) �A�ZN OF Mgssq JOHN M. I aller's Signature) O'REILLY -+ CIVIL vv c" N0.38200 � (Designer's Signature) (Affix @ ® � re) e PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DI SDI N. CERTIFICATE 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 CENTERVILLE, GENERAL NOTES: FLOW PROFILE. Rte A.)NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM NOT TO SCALE A TOTAL FOUR(4):(2)ST, SAS A Service oad 21"DIAMETER CONCRETE COVERS UNLESS H-20 COMPONENTS ARE USED. TOP OF FOUNDATION RAISEDTO WITHIN 6"OF FINISH B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- EL=52.3± GRADE(OR AS NOTED) LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 7 (SEE NOTE#5) Existing EL=51.2+ MIN. Existing EL-49.8+ Existing Grade EL-49.7+ x C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL -r g - -(MIN.) ✓ g - - g - - a�S o UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4�� � ` O c o Q� CONSTRUCTION NOTES: w 48.9± Proposed 46.7± (g" Min-36"Max) 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, Pen TITLES,AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. JJk�� FILTER FABRIC OR EQUIVALENT 3 Pond n. EXISTING 47.75 - Dr. 2.)SEPTICTANK(S),GREASE TRAP(S),DOSING CHAMBER(S)AND DISTRIBUTION 10" � 47.50 r45TING .95Y in 3/4"-1-1/2'STONE cw BOX(ES)SHALLBESET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY (SEE NOTE) 3" 46.83 "' COMPACTED,OR ON A 6 INCH CRUSHED STONE BASE. 4'0" T 47.00 2"DROP f a LOCUS 3.)SEPTIC TANK(S)SHALL MEET ASTM STANDARD C1127-93 AND SHALL HAVE GAS BAFFLE 43.95 n o N AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- USE TWO(2)SHOREY PRECAST 500 GALLON LEACH CHAMBERS WITH: m NOT TO SCALE a° TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". 4'OF NATIVE STONE AROUND 7 6'± 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" Longest Run O DEED BOOK 21999 PAGE 112 ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE 4,--� PROPOSED 1,500 GALLON DB-3 15' (END VIEW) m CENTERLINE OFTHETANK DIRECTLY UNDER THE CLEANOUT MANHOLE. CONCRETE SEPTIC TANK LEACHING CHAMBER z PLAN BOOK327 PAGE26 NOTE: D-BOX EL=36.4±BOTTOM OF TEST HOLE#2 3 ASSESSORS' MAP 192 PARCEL 225 5.)RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST THE PROPOSED SEPTIC TANK INLET INVERT ELEVATION WAS ESTABLISHED USING THE (25.0'X 12.83'X 2.0') NO GROUNDWATER ENCOUNTERED °- CONCRETE WATERTIGHT RISERS OVER INLETAND OUTLET TEES TO WITHIN 6"OF EXISTING SEPTIC TANK INLET INVERT ELEVATION=49.9±.(SEE NOTES#17&#18) H-20 FINISH GRADE,OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. 6.)PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%. .......• CB FND _ . 3Z EXISTING CONTOUR 7.)DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM(AS REQUIRED)SHALL BE 32 PROPOSED CONTOUR 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED p xizsa EXISTING SPOT GRADE PROPOSED 5' TO BE REMOVED 24x5 PROPOSED SPOT GRADE AT END OR AS NOTED. 12"Oak Tree O� O� 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST BENCHMARKI 11 2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION SOIL REMOVAL CB FND -G- GAS SERVICE LINE BOXTO ASSURE EVEN DISTRIBUTION. Top of Concrete Bound (SEE NOTE#16) 44.3 -W- WATER SERVICE LINE 9.)DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6"MEASURED BELOW EL=51.4±(Assumed Datum) THE OUTLET INVERT. LOT 14 � -�H- OVERHEAD UTILITY SERVICE Area= 16,193 SF± �, � TEST HOLE/BORING LOCATION 10.)BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO CB FND ST SEPTIC TANK 1-1/2"DOUBLE WASHED STONE FREE OF IRON,FINES AND DUST AND SHALL BE aD INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE "' 48 48'1 / DB DISTRIBUTION BOX SOILABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" SAS SOILABSORPTION SYSTEM LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON,FINES AND DUST. 4 x 49,0' 11.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET, S� / ` UTILITY POLE ■ WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS,PARKING AREAS, p 12"Oak TH2 CONCRETE BOUND, FOUND TURNING AREAS OR OTHER IMPERVIOUS MATERIAL,OR WHEN PRESSURE DOSED. 9. / STOCKADE FENCE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF Existing; x 49. SAS 49.1 474 �^^-^^� EDGE OF CLEARING CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). Approx.Location of Existing Shed / r,,r, TH1 E 13.)FINISH GRADE SHALL BE A MAXIMUM OF 36"OVER THE TOP OF ALL SYSTEM Sewage Disposal System �_50.5 COMPONENTS,INCLUDING THE SEPTIC TANK,DISTRIBUTION BOX,DOSING CHAMBER (Per Barnstable BOH Records Available) I I p8 / AND SOILABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVER MINIMUM COVER (SEE NOTE#20) 1 1 1 x 50.1 o) ° rV OF 9" j ST :, 4 . 49.6 cu 14.)FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL _ r N Existing rvI I ¢' Gravel Driveway RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL ABSORP- I i ,r Q TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH `m x a� 49,a AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. i I I i �1.2 .1 u° 96 0" 4 .o SAS DETAIL '` 15.)SUBSURFACE COMPONENTS OF A SYSTEM SHALL NOT BE BACKFILLED OR � �-' I I 14 Oak ' OTHERWISE CONCEALED FROM VIEW UNTIL A FINAL INSPECTION HAS BEEN CONDUCTED i0 /f r o" 45.3 BYTHE APPROVING AUTHORITY AND PERMISSION HAS BEEN GRANTED BY THE SCALE:1"=10' x 50.7 I a " o 8.5 APPROVING AUTHORITY TO BACKFILL THE SYSTEM.THE DESIGNER SHALL INSPECTTHE 25.0' L��� 0t c CONSTRUCTION AFTER THE INITIAL EXCAVATION,PRIOR TO BACKFILLING,AND DURING ' _ ' -__� c,° x 4s.7 Q BACKFIWNG. IN ADDITION,THE FINAL INSPECTION OF THE SYSTEM SHALL BE 4.0' 8.50' 8.50, 4.0' x 51,1 C/0 1 3 0'0� 48.4 G�� CONDUCTED BYTHE APPROVING AUTHORITY,THE SYSTEM INSTALLER AND DESIGNER F�� '�I` 'I`-'I c / PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE PURSUANT TO 310 CMR P�. 4 s y g 15.021(3).ANY COMPONENT OF THE SYSTEM WHICH HAS BEEN COVERED WITHOUT PROPOSED 5'SOIL REMOVAL 50.8 / SUCH PERMISSION SHALL BE UNCOVERED UPON REQUEST OF THE APPROVING (SEE NOTE#16) 0)� ° d vtO O 4 AUTHORITY OR THE DEPARTMENT. o`v Stone `' 16.)SOIL REMOVAL: IF THE EXISTING SUBSOIL(HORIZON'B'),FINE LOAMY SAND 15 itv°a° 4+$�7 S� ENCOUNTERED BELOW ELEVATION PEA STONE(EL=46.7±),ALL FILL,TOPSOIL W AND am ers - m 50.5 M� h p SUBSOIL'B'SHALL BE REMOVED FOR A DISTANCE OF 5'FROM THE SOIL ABSORPTION 00 N LIP 50.6 c°p \ SYSTEM(SAS)DOWN TO THE MEDIUM SAND LAYER,'C1'IN TEST HOLE#1,AND THE LOAMY `r V-1 a8.2 / a.�,=�_"".a t�ate" �a MEDIUM-COARSE SAND LAYER,'C2'TEST HOLE#2. AREA TO BE BACKFILLED WITH CLEAN o x 50.6 / �k ho 46.8 N OF r�* `u, ��' �1 Ur r,�, A SAND AND COMPACTED TO MIN[MIZE SETTLING. S�,c 17.)THE INVERT ELEVATION OF THE PVCSEWER PIPE INTO THE EXISTING SEPTIC TANK IS D-Box / �� JOHNa� JGNPd M. y�'n EL-49.9±. ATTHE PROPOSED CONNECTION TO THE SEWER PIPE,ADJACENT TO 0.1 M. THECONCRETE PATIO,A 4"PVC CLEAN OUT SHALL BE EXTENDED TO GRADE. / `"�. ��- 010LLY CB FND / U'REfLLY -+ ► 18.)EXISTING WASTELINE(S):INSTALLERTO CONFIRM WASTELINE(S)BY WATERTESTING . 36 49.9 ,co NO.46733 > WITHIN THE DWELLING PRIOR TO SETTING ANY SYSTEM COMPONENTS. 47.5 NO. 36 00 I 19.)INSTALLERTO CONFIRM LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES TWO(2)21"DIAM.CONCRETE 47s / � ��, , y c�� � ✓" PRIOR TO START OF CONSTRUCTION. ► ru F'ma RISER&COVER TO BE BUILT UP J *�� '�' 20.)THE EXISTING SEWAGE SYSTEM SHALL BE PUMPED,FILLED AND ABANDONED IN TO WITHIN 6"OF FINISH GRADE n1 PLACE OR REMOVED. 6g d 48 47.9 / SOIL TEST LOGS: TEST HOLE 1: EL=49.9± / REVISED 11-30-2021:ADDED SOIL EVAL.CERTIFICATE SYSTEM DESIGN CALCULATIONS: DEPTH FROM SOIL SOIL SOIL SOIL OTHER SURFACE HORIZON TEXTURE COLOR MOTTLING / S H AW N D OY L E & S U SA N S. MADONNA SEWAGE DESIGN FLOWi (INCHES) (USDA) (MUNSELL) " BEDROOM DWELLING @ 110 GPD=330 GPD 0-13 A FINE LOAMY SAND 10YR 3 2 NONE BEDROOMS(MAX.) 110 13-38 B FINE LOAMY SAND 10YR 5 8 NONE / C/0 NORTHEAST CONSTRUCTION, P.O. BOX 2350, BREWSTER, MA 02632. LEACHING CAPACITY R Di 38-148 Cl MEDIUM SAND 10YR 7 6 NONE 10-15%GRAVEL 3-5%COBBLES 1 GP =330 GPD REQUIRED SEPTIC TANK CAPACITYREQUIREDi TEST HOLE 2: EL=49.6± CERTIFICATION: 482 / SITE & SEWAGE DISPOSAL SYSTEM DESIGN DAILY FLOW=330 GPD =330 GAL.REQUIRED DEPTH FROM SOIL SOIL SOIL SOIL OTHER I CERTIFY ON 5-30-20171 HAVE PASSED THE SOIL EVALUATOR EXAMINATION 111 PATRIOT WAY, CENTERVILLE, MA 02632 SEPTIC TANK CAPACITY PROVIDEDi SURFACE HORIZON TEXTURE COLOR MOTTLING APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE (INCHES) (USDA) (MUNSELL) ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED GALLON1,500 SEPTIC T MIN.ALLOWED) 0-22 FILL TRAINING,EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 J.M. O'REILLY & ASSOCIATES, INC. LEACHING CAPACITY PROVIDEDi 22-25 A FINE LOAMY SAND 10YR 3 2 NONE E 2.0 LE HING CHAMBER CAN LEACH: 25-39 B FINE LOAMY SAND 10YR 5 8 NONE PERC @ 68",RATE<2MIN/IN Professional Engineering & Land Surveying Services Vt=((25.0 X 10.83)+((25.0 X 2)2)+(12.83 X 2)2)]X 0.74=349.33 39-158 C1 LOAMY MEDIUM-COARSE SAND 10YR 6 4 I NONE 10-15%GRAVEL 3-5%COBBLES S.E. ATE 349 GPD>330 GPD REQUIRED NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. DATE OF TESTING:10/6/2021 1573 Main Street - ]Route 6A INSTALD PERCOLATION RATE: LESS THAN 2 MIN/INCH IN BOTH'C1'LAYERS. 0 20 40 60 P.O. Box 1773 ONE -1,500 GALLON CONCRETE SEPTIC TANK WITNESSED BY:MATTHEW J.WROBEL,EIT,J.M.O'REILLY&ASSOCIATES,INC. (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax ONE(1)-3 OUTLET DISTRIBUTION BOX(H-20 RATED) DAVID STANTON,HEALTH AGENT,BARNSTABLE HEALTH DEPARTMENT " DATE: SCALE: BY: CHECK: JOB NUMBER: TWO(2)-500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALLAROUND NO WATER ENCOUNTERED SCALE 1 =20 USE LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. 11/10/202.1 As Noted MJW JMO JMO-9155 G:\AAJobs\Northeast Construction\9155-111 Patriot Way Centerville\dwg\9155.PROPOSED SDS PLAN REV 11-30-2021.dwg