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HomeMy WebLinkAbout0157 POND VIEW DRIVE - HAZMAT � 5". 7 Pow � ✓ �w � r , ,�.� �.��.� -- _-- �� _ � . TOWN OF BARNSTABLE LOCATION 1,571 POIJ N VA 0:6) 'be..SEWAGE# ZoZZ" Q Zq VILLAGE(pe,�", � ASSESSOR'S MAP&PARCEL ZZ9 -+- 3Z INSTALLER'S NAME&PHONE NO. P eee:C & 0 Q.(T57� 477-8877 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)560 M.1.CA&115E�2_S (size) lZ-13 3 Z5_ NO.OF BEDROOMS OWNER PERMIT DATE: 1 I ZS I ZZ COMPLIANCE DATE: 3 31 ZZ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching FacilityA JO J 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 300 feet of leaching facility) Feet FURNISHED BY 4YS67e 7t e. OCA _ CQ, CIO q C�o 4,15 C'0 C A � 15.1 z4,I C 5 • Z r, z i9.1 3 40 40.5 9 41_ 52- 5 I_ No. 2_L 2 1 Fee D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: j Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYitation for his 'saY *pstrm Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 15-1 P00D V 14W [)R Owner's Name,Addres ,and Tel. Assessor's Map/Parcel X,'L9 3 (Q/1 1LL ' 1 V i-GCS ! Installer's Name,Address,and Tel.No. '1j -4-7`1`�'g T ] Designer's Name,Address and Tel.No.� X73 03-7� oa r ,tJA- d o IT etj�j� . - / f 1 TI pe of Building: C 0/��y ln Eitvv+,� van J� ( �P 3�z clN�rKI Dwelling No.of Bedrooms6A Lot Size :3 5, Q 15—sq.ft. Garbage Grinder Other Type of Building Jam,(_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 345`ZI gpd Plan Date 12 "1 Number of sheets / Revision Date Title Size of Septic Tank G ,AiA/n�1 'Ai'/�Type of S.A.S. &4C Description of Soil C Z9/ R6 /s r", - P ZkA,l Nature of Repairs ,00r,Alterations(Answer when applicable) an CZkk4 tj Date last inspected: Agreement: The undersigned agrees to ensure thVth maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th d d not to cc the system in operation until a Certificate of Compliance has been issued by this Board Signed Date 1 �a�X 1 Application Approved by lM/ Date �- Application Disapproved by U Date for the following reasons Permit No. Date Issued No. U �a !� � +Fee K T a d THE COMMONWEALTH OF MASSACHUSETTS Ented in computer: i PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for MI8posal *pstem Construction jermit Application for a Permit to Construct( ) Repair(,) Upgrade( ) Abandon( ) e®Complete System ❑Individual Components Location Address or Lot No. POND V lS"y bt. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 3.;L9�a2 l p �rt� ;e?ft V w hA �- Installer's Name,Address,and Teh No.TO$.e(T •$' 7 Designer's Name,Address,and Tel.No.j( ,�'?f c77 Type of Building: r ()! r vur `f J r '0r !/e1y 4 u e 3°d/vrnnF Dwelling No.of Bedrooms Lot Size ,_ sq.ft. Garbage Grinder;(` ) Other Type of Building Q.GS 1 hF_wAJ ll'tAt,,.. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ;Q gpd Design flow provided [ gpd Plan Date 12 —( - ,,, Number ofsheets Revision Date Title t' 1 51 POki) Y 641 DA1119 Size of Septic Tank f u�( (r, 1 LoAc.4t agrA,/llype of S.A.S. (*I.) Description of Soil fit :214t F7►- �i4-ecJ I Nature of Repairs or Alterations(Answer when applicable) ��• �xtjt 6E.AA A] V , (;�.)dt _ ACi /Ll ►rr S c-)►TLC 7W-Q j(e__ -M tw)*) D—A o)( To f.gA C.1i4gy fr Date last inspected: Agreement: r 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 Co&and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.i SignedAik /� C r ;° l' Date �ac7rZ� Application Approved by Date Application Disapproved by U Date for the following reasons 4 Permit No. d r7 Off-11 Date Issued { �S '' � THE COMMONWEALTH OF MASSACHUSETTS M BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage ,Disposal system Constructed( ) Repaired( ) Upgraded(X) v _ Abandoned( )by �'t" �• —!a C a at t;"► Roton y 11 l) I)R !$ 1VI LI has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. «� W Vated Installer R U t9U AL &j Designer X4— Jecw A) V A) C__ #bedrooms 21 Approved d�esi! fln, ,,�.;#,�"� gpd The issuance of this permit shall not be construed as a guarantee that the system will funtion as desi nted. Date 7� g Inspector l /`,Y k , , A-t-- 1C ) -- -/ ------------ No. Fee THE COMMONWEALTH OF MASSACHUSETTS r PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Construction i9ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade O Abandon( ) ,' System located at 15 7 p6h N y 1A.� ) 'T1" 1, // "' 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 Approved by V Town of Barnstable Regulatory Services Richard V. Scali,Interim Director a►[uvsrAare. 9 � Public Health Division i639� �� 639� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 4-01-22 Sewage Permit# � — D Assessor's Map\Parcel 229/32 Designer: JC Engineering,n� Inc. Installer: Robert B. Our Co., Inc. (RBO) Address: 2854 Cranberry Highway Address: 363 Whites Path East Wareham,MA 02538 South Yarmouth,MA I i On 1 26 Iv, RBO was issued a permit to install a (date) (installer) jgktiL system at 157 Pond View Drive based on a design drawn by (address) JC Engineering, Inc. dated 12-01-21 (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 1 lance with the terms of the I\A approval letters(if applicable)0 CHURCHIU.,IR, H ;(D 'her's l0 turd) CML 41 Signature (Affix De i p Here) PLETURN TO ARNSTABLE PUBLIC HEALTH D 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.doc i T.O.F. EL.= 41.4f FINISH GRADE OVER D-BOX 38.7 t FINISH GRADE OVER CHAMBERS= 37.7 - 38.8 „ GENERAL NOTES PROVIDE EXTENSION RISER WITH 3/4 TO 1-1/2 DOUBLE WASHED SLOPE @ 2%MIN. OVER SYSTEM REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE COVER OVER INLET&OUTLET TO 1. :UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION „ F F.G.OVER RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX L BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL _,--FINISHED GRADE WITHIN 6 OF F.G. (TYPO 3) _ , 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACC S „ „ METHODS SHALL } AT FOUNDATION=VARIES TANK EL.- 39.3 t „ MIN SLOPE 1% TO F.G.(SEE GENERAL NOTE#21) 2 OF 1J8 TO 1/2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. 5 DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC s - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 9"MIN. - DESIGN ENGINEER. ( ,� 36 MAX. 1 PLACE RISERS ON ALL PROP.4 SCH.40 _ 9"MIN. „ TOP OF SAS= 35.83 PVC SEWER PIPE CHAMBERS WITH 4"SCH.40 PVC TO E!M 35•0Q' 39"MAX.I : INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL st SYSTEM UNLESS OTHERWISE NOTED. 2"DROP MIN.. � DISTRIBUTION BOX BREAKOUT EL= 35.50 FINISHED GRADE MIN.SLOPE@1% K6- " 3"DROP MAX. 3" 9" W 9" 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN -__- MIN.SLOPE f�1% ' _ PROVIDE WATERTIGHT ELEVATION=35.50 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A REPLUMB AS o o ,� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF SHOWN ON PLAN 141` 14" 4 PVC IN FROM JOINTS (IYP.) o SEPTIC TANK 4"PVC OUT TO 0 C� O 0 0 0 o o O o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION t 36.75� 0- LEACHING FACILITY o0 0 o b 7 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. 33.0 NOTE: 12" 00 0 � � � � � 0 ' � � o o 48" ` ' 2, - 0 0 o y--� o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. ALL INLET AND 35.-r MIN. 35.23 � � � � � � � 0 � L-� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 37.00 OUTLET TEES SHALL „ °° o 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS GAS BAFFLE GAS BAFFLE BE PLACED DIRECTLY 6 CRUSHED STONE o 0 0 o 1000 GAL. 500 GAL. UNDER A COVER. ig&OVER MECHANICALLY oo NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE 4.0' , _ 4.0' AND DESIGN ENGINEER. 10.7'TO FND (48 HRS DETENTION) (24 HRS DETENTION) 6"CRUSHED STONE 5 8.5 (TYP) 4.0 4.0 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S•L DATUM. SEE BENCHMARK ELEVATION SHOWN OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' (NP') ON PLAN COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 26.00 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1000/500 GALLON TWO COMPARTMENT SEPTIC TANK (H-10) PIPES TO BE LAID LEVEL. 33.00 12.83 THROUGH DIG-SAFE AT(EAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT '_ " '- " `- " 2 - 500 GALLON H-10 CHAMBERS 5 MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 10 6 WIDTH 5 8 . DEPTH 5 8 CROSS SECTION VIEW _ { CHAMBER END VIEW TO THE DESIGN ENGINEER. *CONTRACTOR �t�VERIFY TYPICAL CHAMBER PROFILE ., .�;,-. DIMENSION AS PER 1 �') THIS ELEVATION&iR.EPOIbT � .. CHAMBER DETAILS .� PROPOSED SEPTIC T DETAIL DISTRIBUTION TI DETAIL H O CH TO�h�IhI2MI=Iw 1���I"�FlaEiw'�' ACME-SHOREY NOT TO SCALE NOT TO SCALE 10• ALL JOINTS WHERE PIPE ENTERS AND FITS CONC.STRUCTURES SHALL BE MADE.WATERTIGHT. NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING T TO OBTAIN SUCH DETERMINATION FROM • °.• ,' • �;, TEST PIT T REGULATIONS. OWNERJAPPLICAN IS APPROPRIATE.AUTHORITY. F:..� r r PERC NO. 21-279 �'+ +w • r'�s* a r' • r - 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED .Jx+ +�' .r �+ • INSPECTOR. David W. Stanton(BOH} •. r , r '- ' ' 1t , *+�' r UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR r• �, +p .; r tr r. EVALUATOR: Michael Pimentei, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. = , +�. Oct.27, 1999 C.S.E.APPROVAL DATE. • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 177` ,wf r �'• // • r, ,, , DATE: October 22, 2021 • , a . • • r 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 1 37 ,. a • TEST PIT#. �' r 3 _ �.'w.� "�-;: I r ; ,, MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. • I`° ` REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, r `, 11 a ► ELEV TOP= 37.00' f'ROPOSI;D TWO 2 500 �► �� O FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). GALLON LEACHING Olt GALLON _ r ': ELEV WATER <26.00' '�� -./ CHAMBERS w/STONE , 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN O� > -- - ' _ < CONTINUATION OF WORK ����� �„ \ 3g_ _ �-•\ I � ,,, � . �, PERC RATE 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO Z`•' Et _4 16. PROPOSED PROJECT IS LOCATED WITHIN: DEPTH OF PERC 24 2 \-k'•, \ ASSESSOR'S MAP 229 LOT 32 MAP 229 I �,, r , , , . .�� • ,TEXTURAL CLASS: / 39- '%Y., \ LOT 31 r +� ■ j j Er r • * r *r OWNER OF RECORD: REBECCA L. LAWRENCE,TRUSTEE O, ®�./' 5 yy O 39- ,TP 1 `fie \ 157 POND VIEW DRIVE C� t ;;` +� 0 37.00 ADDRESS: CEN ERVILLE MA 02632 -� lx � ANC k� d II r r „ Fill , U.P.#357f < _ \ \ C LOCUS r . FEMA FLOOD ZONE X R \ R r a� y „ , B Loamy Sand COMMUNITY PANEL# 25001 C0564J GUYWI E - --- \ \ \ \ 3 1 n "` t r �. " 10Yr 5i6 `I �p �' \ �-c PROP. \ � S �����, ©F • al • : 17. DEED REFERENCE: BOOK 26645, PAGE 1 GUYWIRE -may ` \"D-BOX" O's \ • .• 40- 24' 35.00' 18• PLAN REFERENCE: PLAN BOOK 108, PAGE 9 ~ 4 :r i Perc n 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION \\ CP 42" 33.50' _ \, 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY \ - \ . .� PROPOSED # 000/500 " +�. j ;� ,µ .. ,... FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY GALLON TWO COMPARTMENT r F S OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. --�! & OR USE SEPTIC TANK H-10 -. .• *. • • POSITION T A .� to \ .►« r •- 21. A 4 PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POST O O o _ �* \ r 41 W �..✓. � � � /'. ' .+ `" ' • r '� DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE.-A ,; \ � { � � Benchmark ,� ,,�. . , ... • r Coarse Sand - PROPOSED \ ,, , � / ;• �� Be c -�° REMOVABLE THREADED CAP SHALL:BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. rlt CLEAN-OUT(TYP OF 3) \ 15� 1 ,, Nail in 19 Tree (� : � � Elev.=40.00' i•_� - 22. OWNER J APPLICANT!CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL \ M.S.L. z REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. \ 4 pR000 ! p / Approx. ,>�� LOCUS PLAN EXISTIN 'l SPOOL TC3 BE r I~DI'�1PEa�, FILLED t r `(approxim, ate locat;on only) i � f O \ � j` i{i { � � SCALE: 1"= 1000' Vrl SANDABANDONED %✓ xO e,, i p , -f/� ,;l Z iTYP OF 21 !'` � �✓� �i,� Qo - s G'c , No Mottling, Standing or Weeping Observed W ESIG CHAT TEST IT ATA LEGEND ' TOP=41:4'± \ 1, 38r _ CP ' - INV.=37.7't 1i9 ' SWING-TIES SCALE: 1"=20' PERC NO. 21-279 50x0' EXISTING SPOT GRADE Q� ) NUMBER OF BEDROOMS(EXISTING) 2 INSPECTOR: David W.Stanton'(BOH) 16"118% - 50 - -- EXISTING CONTOUR DESCRIPTION HC-1 HC-2 HC-3 ( ) EVALUATOR: Michael Pimentel,E1T, REPLUMB PER NUMBER OF BEDROOMS DESIGN 3 MIN. PER TITLE 5 CSE MAP 228 PLUMBING CODE /22" - o \ °�' SEPTIC COVER IN 1 - 28.2' Oct.27,1999 r-5� PROPOSED CONTOUR I/ 1 "' { ) - DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E.APPROVAL DATE: LOT 31 `, ,.. ! r i. SEPTIC COVER OUT(2) - 21.0 - TOTAL DESIGN FLOW 330 GAL/DAY DATE: October 22,2021 50 PROPOSED SPOT GRADE 0 0 CORNER OF STONE(3) - 35A' 41.4' DESIGN FLOW x 200% = 660 GAUDAY co TEST PIT#: 2 -, GAS EXISTING UNDERGROUND GAS LINE o ELEV TOP= 38.00' CORNER OF STONE(4) 54.N 41.6' S3.1' USE PROPOSED 1000/500 GAL TWO COMPARTMENT H-10 SEPTIC TANK O f H/W EXISTING OVER HEAD UTILITIES w \ ELEV WATER= <27.00' �? CORNER OF STONE(5) 78.0' 63.1' 66.2' m t _.._. � � � �. r. _._. � �. � �.._ PERC RATE_ �"1 W EXISTING WATER LINE MAP 229 CORNER OF STONE(6) 75.4' 58.9' 57.3' F - __ DEPTH OF PERC= � TEST PIT LOCATION SEPTIC TANK SIZING LOT 32 TEXTURAL CLASS: 1 35 105t S.F. �� USE PROPOSED 1000/500 GAL. 2-COMPARTMENT H-90 SEPTIC TANK O O O PROPOSED 1000/500 GALLON SEPTIC TANK(H-10) J�1 - COMPARTMENT 1: o PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE DESIGN FLOW x 200/o=330 x 2=660 GAUDAY(MIN. REQUIRED) „ , (5 ,�' DESIGN CAPACITY = 1,000 GAUDAY(PROPOSED) 0 3$.00 6„ Fill 37.50' 13 PROPOSED H-10 DISTRIBUTION BOX QO `pp COMPARTMENT 2: O PROPOSED 500 GALLON H-10 LEACHING CHAMBER DESIGN FLOW x 100% = 330 x 1 =330 GAUDAY(MIN. REQUIRED) Loamy Sand ao DESIGN CAPACITY =500 GAL/DAY(PROPOSED) B 10Yr 5/6 (6 O -_ - _ _ _- _� 2411 36.00' NOTES: O 4) _ _ REV. DATE BY APP'D. DESCRIPTION 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF INSTALL 2 500 GAL. H 20 CHAMBERS W/ STONE EACH SEPTIC SYSTEM COMPONENT. �Z� PROPOSED SEPTIC SYSTEM UPGRADE (3 SIDEWALL CAPACITY 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE (LENGTH +WIDTH)(2 SIDES)(2' HIGH) (0.74 GPD/FS.F.) = GAUDAY PREPARED FOR: PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT (25.0'+ 12.83')(2)(2') (0.74 GPD/S.F.) = 112.0 'GAUDAY DATA SHOWN ON THIS PLAN."REPORT TO ENGINEER AND LOCAL BOARD OF ROBERT B. OUR CO., INC. HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. s BOTTOM CAPACITY Coarse Sand C 2.5Y 6/6 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY LOCATED AT (25.0'x 12.83) (0.74 GPD/S.F.) = 237.4 GAUDAY 157 POND VIEW DRIVE ONLY. He-3 He-2 CENTERVILLE MA 02632 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY TOTALS: FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS { ii 1{'' # 57 i TOTAL NUMBER OF CHAMBERS 2 SCALE: 1 INCH = 20 FT. DATE; DECEMBER 1,2021 IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR'SHALL r ,,-{ "' S"C1 pM I,J O / TOTAL LEACHING AREA 472.2 SQ.FT. 132" 27.00' 0 10 20 40 80 FEET NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. { 'r BpR G ; 1 p�. 2) TOTAL LEACHING CAPACITY 349.4 GALiJDAY No Mottling,Standing or Weeping Observed '� 5.) CONTRACTOR TO VERIFY TOP OF FOUNDATION ELEVATION PRIOR TO r'{ { G� 'f O J�iN >~ PREPARED BY: �` RESERVED FOR BOARD OF HEALTH USE �' JC ENGINEERING, INC. STARTING REPLUMB WORK AND NOTIFY ENGINEER 1F DIFFERENT. ;, r� � � , ' � CHURCHILL JR. CIVIL NO. 1807 y 2854 CRANBERRY HIGHWAY He-1 _ EAST WAREHAM MA 02538 SITE PLAN ;. , �, 508.273.0377 SCALE: 1"=20' ,r f Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.5848-1