Loading...
HomeMy WebLinkAbout0077 BREZNER LANE - Health 77 BREZNER LANE CENTERVILLE A= 230-144 1� 'I r i coy i, NOP2�. OR '`�sr HASTINGS,MN TOWN OF BARNSTABLE LOCATION. 7 1 LM9 SEWAGE# �0{q VILLAGE C61JTaV1 ASSESSOR'S MAP&PARCEL P 30 (q-4 INSTALLER'S NAME&PHONE NO. PnoggZX- OuAC. 4-7iJ "t7 SEPTIC TANK CAPACITY J�C�C� Ce�C.C,�ADs LEACHING FACILITY.(type) (al Sek-) dk6jf4bgq�S (size) NO.OF BEDROOMS OWNER P PERMIT DATE: (l-3.0-a019 COMPLIANCE DATE: ( —?.3'aLoao Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A- Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IJ A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within .�t 300 feet of leaching facility) N %4 Feet FURNISHED BY ( ou 0- A -1 2 zW ,A-3 r Zc° �-7 7�l��r I�r�• — A-4 1 6-3 = 2U.1 6 1 G-q p25.g No. C)d i %// Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es ftplitation for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade X Abandon( ) Complete System ❑Individual Components Location Address or Lot No. -7 7 13k)EZP(X_4-A G' Owner's Name,Address,and Tel.No. 1 F141 Lt(F LC-W1$ Assessor's Map/Parcel 23o 1 V t� 1 _ N6 Installer's Name,Address,and Tel.No. 569- 417-$8't'T Designer's Name,Address,and Tel.No. 5ea2-X71-03 Z 7 t�C�TcY>E IA060rre O :T C S C �i�ll�zcX1 .x�vL S C Type of Building: Dwelling No.of Bedrooms 3 Lot Size ( 0.©Ob{' sq.ft. Garbage Grinder( ) Other Type of Building _7�C-S t J)dEj,,fZ'LA4_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3'-3 0 gpd Design flow provided gpd Plan Date IyOI/ 51 ko( q Number of sheets ( Revision Date Title 1 - LAA 9_ CCAfriiSMV 4 L,LFf Size of Septic Tank c 5 pc=> Type of S.A.S.-_��, JG® J4-)0 Ch4,(aj6ta 1 Description of Soil Ci0/Q IBC 5Aw Uj .57 --(012, �� a " & lJ Nature of Repairs or Alterations(Answer when applicable) ,UAJ,4n"1 tj6k (5yo C-yC"ox) 50Tj` 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 Health. Signed Date (l -910 -'1)101 Cl Application Approved by Date Application Disapproved by Date for the following reasons Permit No.o I 0 �� a Date Issued f [� .ti No. e / Fees-� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 9pplicatlon for MIsposal 6pstem Construction 3permit Application for a Permit to Construct( ) Repair( )'Upgrade( Abandon( ) ['Complete System ❑Individual Components Location Address or Lot No. -7.7 j3pFZNOX.4_Aj�j C Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 V II�Cl: p41(_Ip Lt�t. I S r .� - Installer's Name,Address,and T 1.No. �Og- t4?7_.gg-t-r Designer's Name,A dress,and Tel.No. $O.2_7,7 3 C�4PGwx2>E�I�vgjc�tT b OLIZ rao 3 G GiLG L 1jb-Z- t kXW TNG. PCX Type of Building: Dwelling No.of Bedrooms ` Lot Size I + sq.ft. Garbage Grinder Other Type of Building a� No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) -3'�40 gpd Design flow provided Z �U(''11 . X�/ gpd Plan Date Wok/ ! 1 Number of sheets ( Revision Date Title n::l 71n A vim-Q AA I I-- Size of Septic Tank Type of S.A.S. Description of Soil tl Nature of Repairs or Alterations(Answer when applicable) A � 10 (5C TAW--TP tV02W [4-j 0 j 30 :r (?) g & CZf6Lboz., md H C d,4-y�— 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 Health. Signed Date / ( -:24-2 -2 0/+� Application Approved by Date Application Disapproved by Date., for.the following reasons Permit No. -�,�(� L/lit /1 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( y) Abandoned b nor ,rnt `` at? r7 [ ►� � Y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No ( ated Installer ( L� 'nAr--/�� -�- �� -C� Designer -r j;;-A ,_,, 1W #bedrooms Approved design flow gpd The issuance of thi permit shall not be construed as a guarantee that the system will nction designed. Date o Inspector l No. �1 0 (4, L/ Fee / �- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pot Construction 3dermit Permission is hereby granted to Construct( ) Repair 7 ) Upgrade Abandon( ) System located at �71_�,nr 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 /I 1� 4 Approved by Town of Barnstable Regulatory Services Richard V.Scali,Interim Director SARNSMM MAM ��� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 1 -2 3-26 Sewage Permit# AG(rl -4 Assessor's Map\Parcel 2 36 / 1 yY Designer: TC- Enl )m e.e.cii)5 : Inc,. Installer: Ca�a~u%icle Lr+��t e;[s�.j Address: 2b!;Y Gcb-obe,r� Ri i Wm—y Address: 15-5 COvn,v►ecc(o� Stfec.� ecok IUt�f�nclr,+ H!� c;z:�i', '(ash• e� ,� U 2��`1 On N Q .m 261'9 Lac Yuidr- was issued a permit to install a (date) (installer) septic system at ' 77 6 Ce Zv1e-c Z_4vi2 based on a design drawn by (address) G �n,5ivleex'inc\ , .�,nc , dated PO4"6w 15, :i I (designer) V 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 ' e with the terms of the I\A approval letters(if applicable) OF a{,tSs�c w0 yG JOHN L m� CHURCHILLJR. N CI l nst Ie`' Signatur�) ;'d IVO 1807 lSTE 0 I ( igner's Signature) (Affix Desi er' amp Here) PL E RETURN TO ARNSTABLE PUBLIC HEALT DI SION. 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.doe PROPOSED VENT WITH CHARCOAL FINISH GRADE OVER D-BOX= 45.2'± GENERAL NOTES T.O.F. EL.= 46.2'± FINISH GRADE OVER CHAMBERS = 45.0 - 45.3 FILTER TO ABOVE GRADE PROVIDE EXTENSION RISER I .SLOPE @ 2% MIN OVER SYSTEM REMOVABLE WATER-TIGHT COVER OVER 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6 OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX STONE TO CROWN OF PIPE FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. � METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 45.5 ± 45.3 ± 5" DIA. OUTLET(S) MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) 2" OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. F _ STONE OR GEOTEXTILE FILTER FABRIC-\ 20"MIN.ACCESS - - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER (3 TYP.) 9" MIN- i i PLACE RISERS ON ALL DESIGN ENGINEER. 36" MAX. 3.70' MAX. TOP OF SAS = 41 .00' PROP. SCH. 40 4.20' MAX. CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER SEE NOTE 23 40.00' SEE NOTE 23 ' INLET PIPES TO 6" OF PROP. SCH. 40 BREAKOUT EL= 40.50 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. _= MI A , �„ 2" DROP MIN. PVC SEWER _ '+ � l 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN = N.SLOPE @ 1% 6 3 3" DROP MAX. 3 9 L-20 _ MIN.SLOPE @ 1% PROVIDE WATERTIGHT o ELEVATION = 40.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4" PVC IN FROM JOINTS (TYP.) o ��� 40 MIL GEOMEMBRANE LINER IS PLACED AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF *42.8'± (A) 14' 41 .50' SEPTIC TANK 4" PVC OUT TO � � 0 O � 0 0 0 0 0 0 0 � O 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. * LEACHING FACILITY o0 0 0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 43.6 ± (B` Too 0 00 � 0 0 � 00 � � � ' OUTLET TEE 40.47 MIN. :[6'-' 40.30 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 41 .75 48 1 f 2 0 0 0 0 0 0° oo 000 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE o 0 0 0 0 0 0 00 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH --10.0' OFFSET TO FND- COMPACTED BASE 4 0, I I 4.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX I 8.5 (TYP) 3.8 4.83' 3 8 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 46.21, 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) OVER MECHANICALLY � ESTABLISHED ON THE CORNER OF THE BULKHEAD AS SHOWN ON PLAN. COMPACTED BASE C C C �,` BASE. FIRST TWO FEET . OUTLET , GROUND WATER ELEV.= < 33.00 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 38.00 12.43 THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6" WIDTH `�'-8" DEPTH 5'-8" (Dimensions per Wiggin J ( CROSS SECTION VIEW 2 - 500 GALLON H-20 CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES FOR TO VERIFY OANYWORKi& SEPTIC TANK PROFILE Precast Corp., Pocasset,MA) H-ZV DISTRIBUTION �O?C DETAIL TYPICAL CHAMBER PROFILE I�-20 CHAMBER DETAILS TO THE DESIGN ENGINEER. 11 lt'' 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED R ZONING PLAN NOTES: SWING-TIES _ Ic- - z - -on TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM i DESCRIPTION APPROPRIATE AUTHORITY. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE HC-1 HC-2 * `7 Pt PERC NO. TPT-19-189 TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. �C Hayes Q I-y` INSPECTOR: David W. Stanton, IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED SEPTIC COVER IN (1) 33.1' 13.2' ", ,a�, UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR Pt c / • EVALUATOR: Michael Pimentel, EIT, CSE 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE QPi / U. f -;r �Sp3�i TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. SEPTIC COVER OUT(2) 26.5' 18.7' at t (,.ttt�� j! C.S.E. APPROVAL DATE: Oct. 1999 LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE OF �p� #515/2 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. BOG/ CORNER OF STONE (3) 22.2' 29.2' /l(Great Pit - �_ �• ' DATE: November 4, 2019 t REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF I , t �j- 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE Pt Q TEST PIT#: 1 SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. /O \ CORNER OF STONE (4) 25.4' 52.5' • r �' �_ .i�• / A (I� MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �* >•.•� 6' . ' r• .!. • -- �- /; •�✓�� )1 • •: ELEV TOP = 45.0' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, i CORNER OF STONE 5 36.0' 57.1' 3.) PROPERTY IS NOT LOCATED IN ZONE II, BUT IS WITHIN THE oi�' O ' ° '"-� • �' • FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ESTUARINE WATERSHEDS. �� i �O ' . '+✓ . �< ELEV WATER = < 33.0 ! PQ CORNER OF STONE (6) 33.9' 36.8' _./ f ♦ ' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN O:<1 \ y p - • �• � . PERC RATE = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �' • r�' • ••+ • •• • ✓ J/ / o �;• 16. PROPOSED PROJECT IS LOCATED WITHIN: .,`!� ; . • • •� �1/�"' DEPTH OF PERC = `V��-P I�I / �0 "'�5 ' < D• * •* • ••' • • 11' �/ ASSESSOR'S MAP 230 LOT 144 O \ o ��,��0 �� / o .moo s0, • •• � TEXTURAL CLASS: 1 v1 / GA \ ; /i• •�•• • • • •• • ' •.tom !! 1 \ • • H OWNER OF RECORD: PHILIP R. LEWIS ��/ GAS-� -b_ / • • • • S 0 \� • • • •�' 0" 45.0' GA / / \ DRIVEWAY i PS c \ \ _ \�. 5 LOCUS ti,F, •i) A Sandy Loam ADDRESS: 77 BREZNER LANE f 0 a S /z 10Yr 3/1 CENTERVILLE, MA 02632 MAP 230 .. 0• * h .. .. ;- *- y •. 18" 43.5' I i LOT 16 FEMA FLOOD ZONE X V / / c9� • • �. '.__ .� Sandy Loam S/ gyp,- \1 ' • ,.�'� 16 p / B 10Yr 6/3 COMMUNITY PANEL# 25001C0562J oltvP �j \ / o "s �1 • r f * 17 41.5 � PLAN REFERENCE: BOOK 122 , PAGE 89 18. DEED REFERENCE: BOOK 30541 , PAGE 20 42.'• \ " � PS O, tip` 6 .45 .9� � \ �Od )1� �� O � N • �_ * s .; � �� • . Co /� g� p0� 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. �_ _._ ft � i��Cir �w` / GAS \ r • • 1 '`� I til , � ��• s `� • ; ll 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY s \ � y �.- ,- l \\ - !! • � • • FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY VP / ►•• // . • • r F=^�1 E. j Coarse Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. C16a /�O \ • i//r • + ' • ', C 2.5Y 6/6 • • • I } `F a 8� 5-10% Gravel 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A •. I • _-- � � �• �t/ ��`�J • �� DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A ' 46- PROPOSED - REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. � H-20 D-BOX \ 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND #77 LOCUS PLAN APPROVALS FOR THIS PROJECT. G 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE i EXISTING I O� SCALE: 1" = 1000' 144" 33.0' APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7): HC-1 1. A 1.20' WAIVER 3.0' -4.2' FOR THE MAXIMUM COVER OVER THE SAS. 3-BEDROOM FFE _ � No Weeping or Mottling Observed. ( ) ( ) I DWELLING 47 3'+ PATIO PROPOSED 4 PVC VENT _ (2.) A 0.70'WAIVER(3.0' -37) FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. INV.(A) =42.8'± PIPE DESIGN DATA TEST PIT r1 /1TA LEGEND I ? (4) PERC NO. TPT-19-189 50x0' EXISTING SPOT GRADE David W. Stanton, IRS I -LSA- NUMBER OF BEDROOMS DESIGN 3 INSPECTOR: 50 EXISTING CONTOUR C/O n PROPOSED (DESIGN) \ INSPECTION PORT DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT, CSE I C.S.E. APPROVAL DATE. Oct. 1999 PROPOSED CONTOUR INV.(B) =43.6'± x0. x44.5 TOTAL DESIGN FLOW 330 GAUDAY 0 DATE: November 4, 2019 �O 50 PROPOSED SPOT GRADE d, DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 ° MAP 230 TOF = (5) USE PROPOSED 1,500 GALLON SEPTIC TANK --- u; n; w -- EXISTING OVERHEAD WIRE jOo " (3)11 LOT 144 46.2'+ ELEV TOP= 45.0' -LSA- i ELEV WATER - < 33.0' W W- EXISTING WATER LINE 0o kso, 10,000 S.F.± I L71 2 (2) % - �, TP x44.7PERC RATE _ < 2 min./inch GAS EXISTING GAS LINE Q 0, O 45X `L INSTALL 2 - 500 GAL. H-20 CHAMBERS w/ AGGREGATE DEPTH OF PERC = 60-78" LSA LANDSCAPED AREA Benchmark CID / PROPOSED 2-500 GALLON SIDEWALL CAPACITY TEXTURAL CLASS: 1 1� TEST PIT LOCATION 44,8 / H-20 LEACHING CHAMBERS Corner of Bulk Head (1) / (6) / WITH AGGREGATE (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY Elevation =46.21' / j (25.0' + 12.43') ( 2 ) (2' ) ( 0.74 GPD/ S.F.) = 110.8 GAUDAY 0" 45.0' O O O PROPOSED 1,500 GALLON SEPTIC TANK l� Approx. M.S.L. p MAP 230 �� PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE LOT 143 BOTTOM CAPACITY (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Fill p PROPOSED H-20 DISTRIBUTION BOX LP / x44.9 �� MAP 230 (25.0' x 12.43') (0.74 GPD/S.F.) = 230.0 GAUDAY ° `L� LOT 11 O PROPOSED 500 GALLON H-20 LEACHING CHAMBER O TOTALS: 2 60" 40.0' REV. DATE BY APP'D. DESCRIPTION PROPOSED 1,500 �gP � / TOTAL NUMBER OF CHAMBERS Perc - OF ( -LSA- TOTAL LEACHING AREA 460.5 SQ.FT. 78 38.5' PROPOSED SEPTIC SYSTEM UPGRADE GALLON SEPTICTANK-�/ �OG� 1 / TOTAL LEACHING CAPACITY 340.8 GAL./DAY EXISTING LEACHING PIT & PREPARED FOR: / CESSPOOL TO BE PUMPED, FILLED WITH CLEAN COARSE C Coarse Sand CAPEWIDE ENTERPRISES 1 SAND AND ABANDONED 2.5Y 6/6 �yQ 5-10% Gravel LOCATED AT 77 BREZNER LANE CENTERVILLE, MA 02632 144" 33.0' SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 15, 2019 i I No Weeping or Mottling Observed. SN OF 0 5 10 20 40 FEET JOHN L. ��'� ------ PREPARED BY: cH MAP 230 RESERVED FOR BOARD OF HEALTH USE UR JR. ; 0 CIVIIMLL JC ENGINEERING, INC.L '^ LOT 10 NO. 41807 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1" = 10' Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4879