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HomeMy WebLinkAbout0514 SANTUIT ROAD - Health '14. fair-tuit Road Cotuit A = 019 010 I 1 k TOWN OF BARIk1STABLEL 0P LOCATION SEWAGE #.�I��,�_�< VILLAGE r,f]/a ASSESSOR'S/MAP & LOT�1O INSTALLER'S NAME&PHONE NO._gone �.rt 4v��i°ag l �l) gf ',3 7b SEPTIC TANK CAPACITY U LEACHING FACILITY: (type) (size) NO.OF BEDROOMS-3 BUILDER OR OWNER PERMTTDATE: 9h.4 L COMPLIANCE DATE: 3 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) J Feet Furnished by �'�' i QS` P�►15a/ �� ASb04 4�1 No.���= ( ! -THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH 6�` -OWN — OF I`3AR/YMRI E� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade ()0 Abandon ( ) - ❑Complete System ❑Individual Components S/Y SaA)+t4 i t Rd Irau l -/F6 rr\/ y 1/QJ e, ary�� / 1 U/n `OL�oc;tion ��vW• �Z ��/XC 6JrQ�l� f��0 !/JCl1��Si��cr�^' 62014 Map/Parcel# Address V # , Telephone# jL Installer's Name 'll/ /V 411 a. Ld� g r��m /l t,t Address Address �i/ P600 Telephone# Telephone# Type of Building: ge6kk2f70 Lot Size Sq.feet Dwelling No.of Bedrooms Garbage Grinder � �t��F�'gssyc Other—Type of Building No.of persons Showers ( ), Caf (( �' �6VILL)AM F. U' Other fixtures ?.. ►AAcnEN ap CIVIL 4 32 D Design Flow(min.required) 330 gpd Calculated design flow 3 30 gpd Design flow pro v ed 5 d Plan: Date 917463 Number of sheets Revision Date o `� EP���Q A Title S Description of Soil(s) 9-u Q44Q cLd A/Cw Soil Evaluator Form No. Name of Soil Evaluator. r Date of Evaluation 29 3 DESCRIPTION OF REPAIRS OR ALTERATIONS K � 10W The undersigned, rees tall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE and fur�a oY lace the system in operation until a Certificate of Compliance has been issued b the Board of Health. S P Y P P Y Signed _�' Date pectioll �' b ' 3 FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 .,-,--�-.F.,,,.,.,r...y�•..�..s..,-,�.,�r�,.r- -_ .#....r..wwey..:,..� '*i?iressy+r`"I""leX'Y.�'at.r .y-^..w..-..-.wr-.qa�++,y,..q;.r,a..-rr'ufiryy,;ssr..-r.+.�....=.mow--.`,.SY' n+r.+.:-^_:r'_ 4­ 2q03 No, .. u THE COMMONWEALTH OF MASSACHUSETTS FE.�-E��,� BOARD •OF H', LT .E' - APPLICATION,FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ` 1 Application for a Permit to Construct ( ) Repair ( ) Upgrade Abandon ( ) ` Complete System ❑Individual Components 51Y SaAj+(,I 1�'Gu1 FGrr\/ Lcation er ,am rao0/9 U y vz00 /U Map/Parcel# Address F V t# Telephone# (v� t •�► (�A� riNlrr,UPQI'/aIC Installer's Name Lb esigner's Name I ��rPt"Z_ / L f 6SP/ Address Address ' Sag-ur- �G o0 r,�". Telephone# Telephone# P1P 1dP1_1_htC I Lot Size 20 6OU S feet �'s�� Type of Building: q. JN OF MASssn s Dwelling—No.of Bedrooms '3 Garbage Grinder Other=Type of Building No.of persons Showers ( ), Ca t a (WILI�)M F. Other fixtures o n�A of m L N .K883 Design Flow(min.required) 330 gpd Calculated design flow 3 30 gpd Design flow"provi d gp o Q I Plan: Date Vu 03 Number of sheets Revision Date ti Title _ Pg- [S 0SG/. /c4j A 'f Description of Soil(s) S22 Qt7��P� A�Gw It Soil Evaluator Form No. Name of Soil Evaluator 'r Al ig Date of Evaluation IIP ' DESCRIPTION OF REPAIRS OR ALTERATIONS S-" (�,�-ll� � lW I, , !P t The undersigned•agreesWto stall the above described Individual Sewage Disposal System in accordance with the provisions of . TITLE 5 and f urther-aw fonplace the system in operation until a Certificate of Compliance has been issued by the Board of Health. A Signed fit Date �G r FORM 1 iAPIPLICi4TION FOR DSCP �LDEP APPROVED FORM 5IZ96 No. `L�3`�7k s THE COMMONWEALTH OF MASSACHUSETTS FEE '— � 'ty BOARD OF HEALTH CERTIFICATE OF COMPLIANCE C Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Rep aired( ),Upgraded( ),Abandoned( ) at has been-intalded-in.ac �ra ce with the provisions of 3 0 C R 15.00 (Title 5) and the approved design plans/as-built plans relating to ap cattgn 2o. q78 dated 91261C.3 Approved Design Flow (gpd) Installer Desigrier: Inspector �' 4�` Date The iss uanc of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 i i No. y79 THE COMMONWEALTH OF MASSACHUSETTS FEE -- c�r�s7.S7 �(@ BOARD OF HEALTH] DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) .Repair ( ) ,Upgrade ( ) Abandon ( ) an individual sewage disposal system at /�� ., �a as described in the application for Disposal System Construction Permit No. 260 LfP`~ dated Provided: Construction sll be completed within three years of the date of this perniit:;All al ce itio s u-t be met. Date - 3?b 3 Board of Health �/C FORM 2 - DSCP DEP APPROVED FORM 5/96 ` r FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON TOWN OF BARNSTABLE • LOCATION S Iy� ,�. SEWAGE # U0 s 7 VILLAGE i,�U a/' ASSESSOR'S MAP.& LOT 00 010 INSTALLER'S NAME&PHONE NO. -7b!1 gs'r'376 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �ro� -h' l (size) NO.OF BEDROOMS_ 3 j BUILDER OR OWNER PERMITDATE: �I d COMPLIANCE DATE: 3 Separation Distance Between the: ' Maximum Adjusted Ground ble to the Bottom of Leaching Facility Feet water 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) J Feet ' Furrii'shed by 35- o s v „ R 7 CONCRETE MOWN p PROVIDE PRECAST C C ETE 5 bIA. OUTLEfi 5 FINISH'GRADE OVER LEACHING FIELD GENERAL NOTE TOP FFOUNDATION 4 SCHEDULE 40 PVC 0 0 RISER WITH CONCRETE COVER TO WITHIN _ REMOVABLE OVER SLOPE +�+ 2�& MIN: OVER SYSTEM C ELEV.- ` WHEN NECESSARY. J F FINI H GRADE E 6 0 S G E __:____... » w FINISH a R -- aX- S GRADE OVER D B 2 LAYER OF 1 >� TO 1 2 DOUBLE .WASHED STONE 2 OF i 8 TO 1 2 DOUBLE WASHED STONE 1 f / / FINISH H GRADE OVER AK EFINISH GRADE ® FNb EL ,1 -” 1. N OTHERWISE NOTED, ' UNLESS 0 E SE 0 ED ALL SYSTEM COMPONENTS AN TR T, TED CONSTRUCTION ION 20MIN. ACCESS COVER METHODS SHALL BE IN .ACCORDANCE WITH TITLE 5 OF THE STATE 36 MAX. PARALLEL LINES OF » TYPICAL FOR 3 12 MIN. ( ) ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES: 36 MAX. 2 4 PERFORATED" PVC PIPE » 36 MAX. 4 C.I. OR 2. ANY CHANGE PLAN S TO THIS LA MUST BE APPROVED BY THE BOARD ,, PROVIDE WATERTIGHT OF HEALTH AND THE.. DESIGN ENGINEER. IN. 3 _9 ----- DROP M JOIN 3 D JO S TYP p .�...r... _. . 3 4 SCHEDULE 40 PVC PIPE WITH WATER F1 SCHEDULE. 40 PVC E A ER TIGHT .JOINTS SHALL 10 4 PVC IN FROM SLOPE :PERFORATED A7 :0. 9� BE USED IN DISPOSAL SYSTEM N W C) _ _.�.�_-�: _..u.. ,. : E UNLESS OTHERWISE NOTED: 14 a --_� SEPTIC TANK 4 PVC OUT TO ' LEACHING FACILITY C3 1 CAP ENDS 4 4 _ 1 SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED O LAYERS OF 12 C7 p C7 INSIDE LEACHING TRENCHES OR LEACHING FIELDS. 3/4 10 1 1/2 p TYP. n _ �. t.�L.lt �..� C7 � __._ __..__...__. . __ �J9,36 4 `C� --- WASHED TONE _._ ._._ $ ► DOUBLE S ED S 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. N GJ �LAYERS OF GAS BAFFLE 6 CRUSHED STONE M 10 MIN. 3 4 TO 1--1 2 OVER MECHANICALLY O 6. THIS SYSTEM IS NOT-DESIGNED FOR A GARBAGE DISPOSAL. 6 CRUSHED STONE COMPACTED BASE. . 0 WASH STONE OVER MECHANICALLY COMPACTED BASE : CO � _._. 7. .A AR F HEALTH _,�,.,_,_._ LOCAL BOARD 0 FALT AND DESIGN ENGINEER TO BE NOTIFIED DISTRIBUTION BOX _w:___:.'. . �_�__ __. : _ _ _ _ _ rLET . TO BE INSTALLED ON A LEVEL STABLE. _ .:.�... . r.._ _: .. PRIOR TO BACKFILLING WHEN .SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. Y FIRST T FEET OF OUTLET _� SYSTEM IS NOT TO BE BACKFILLEO BASE S TWO ._. :. __ PIPES TO BE LAID LEVEL. GROUND: WATER ELEV:= _ MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER, GALLON CONCRETE SEPTIC. 1`AI�JK _1 SECTION VIEW _ _w. CROSS 7H T'�i_ TYPICAL FIELD SECTION 8. ELEVATIONS BASED ON�' I LENGTH _j.. _ wID �-- r� TYPICAL FIELD PROFILE TANK SHALL BE INSTALLED ON A LEVEL STABLE' BASE p 9. CONTRACTOR HA VERIFY©'�� DETAIL c0 C oR SHALL E t1=Y ALL UTILITY LOCATIONS PRIOR 70 SEPTIC -ry r DISTRIBUTION ` MELD DETAILS LS SEP 1 I C TANK PROFILE CONSTRUCTION THROUGH DIG-SAFE AND ANY OTHER APPLICABLE T T A AGENCIES. REPORT ANYDISCREPANCIESH I I NOT TO SCALE NOT TO SCALE NO 0 SCALE 5 TO THE DESIGN ENGINEER. Or— 1�-- � 0. NON SHRINK GROUT'TO BE USED AT: ALL POINTS WHERE PIPES ENTER OR Igs �r LEAVE ALL CONCRETE STRUCTURES IN ORDER. TO PROVIDE WATER TIGHT .SEALS. TEST PIT DATA uv:a._ ..._. .._ _.. _w.... A TANK HA- WATERTIGHT TRMANUFACTURERSSPECIFICATIONS d_ INSPECTOR. � �1''"f�- DATE. : ��%'�/' � 11 . ALL S SHALL BETROUGH :rt OR APPLICATION OF ASPHALT OR SYNTHETIC •POLYMER SEALER. e SOIL EVALUATOF� CERT. -� , 12. A P71 SYSTEM MP T• � ALL SEPTIC SYS E CO ONENTS SHALL WITHSTAND,H 10 LOADING UNLESS 3 _- �-_ . UNDER PAVEMENT, I 7 PIT fi #IT TEST PIT LOCATED U DE DRIVES OR TRAVELED WAYS. N WHICH TES � �' ,�i � A THEY HA WITHSTAND IN 2 a CASE EY SHALL S D H 20 LOADING. .ee ac s ELEV TOP 1�L1_�t ELEV TOP _ .____�.:�_ . :. ,_ _: _111 ._.�._._.__.. - __ _.___ ...�__ _. _ WASHED CRUSHED 7 FREE F DIRT, TAN o _ _ .� 13. DOUBLE S ED C US ED 'STONE SHALL BE EE 0 ALL D DUST D Irv+► ELEV WATEt - Z..._ ELEV WATER — .� -- -- FINES. d s -- N IN P R RATE `-IGi11�i PERC RATE MIN/IN IN ( PERC RATE MI / PE RC �' � 14. WHERE REQUIRED CONTRACTOR SHALL. REMOVE ALL LOAM SUBSOIL AND ANTUIT 0o r-- UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES DEPTH OF PERC DEPTH OF I�'ERC-"' DEPTH OF PERC DE � OF LEACHING FACILITY. REPLACE ALL: UNSUITABLE MATERIAL WITH CLEAN s� __ AT N ..._.� .�_m..._..�. ' R N FREE FROM Y FIN OR OTHER UNSUITABLE MATERIAL ' COARSE SAND EE CLAY, E5 TEXTURAL CLAD "1'EX"rIIF�7CC� SS TEXTURAL CLASS � `ACCORDANCE WITH 310 CMR 15.255(3). �+ o c � / �► 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES `... ._ �. FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO ou D s _ .. ... WORK. CONTINUATION OF cs U 16. PROPOSED PROJECT IS LOCATED' WITHIN. ..._.. _......_. _ �► � �Z- ASSt=ssO�t5 MAP LOfi 11.7, ZONING DISTRICT C' r l BUILDING SETBACKS. . F. ft. �f. ft. _ --` . ... t► = -� ELEVATION - �► ,� FEMA FLOOD .ZONE `_.... ELEV ON � - __.. �. r AS. SHOWN ON COMMUNITY PANEL lot t 9 a OWNER OF RECORD. .... . 17. K� e AO R SS .. to D E I V I V y / _ 1 Y J �,-► -tom � �► ���� J� ... fi I�. W M N DATA in DESIGN D i LEGEND i NUMBER Cf BEDROOMS 3 --- -Y-,- 0o EXISTING CONTOURS ,,, 101 r .�. . NUMBER OF PERSONS 6 PROPOSED CONTOURS / ( G'N DESIGN FLOW /ilk GAL DAY BEDROOM G GAS LINE I, gX 151' Nils G'tr�'I'I� � 1 / / EdcTr--W-�-•- ELECTRIC/TELEPHONE LINE t - TOTAL DESIGN FLOW - 0 GAL DAY .�.... .. ..�... .... 3 / w WATER 'LINE 4 I H 4 PVC PIP /, r. SOLD SC EDULE 0 C E �' � 4 _ P - '. SEPTIC T NK. PERFORATED SCHEDULE 40 VC PIPE _.r.__.�.——.r..._....,. LIMITS OF OVERDIG '3t3 = . GAL.- X 200� �sG,U GALS. DESIGN CAPACITY ... �.. ._ . � LIMITS OF WETLANDS SEPTIC TANK. MIN. I PER R USE GALLON SE C ( SIZE E EGS) �, 1 , 1'ri �15r,� c WELL LOCATION V .. TEST P{7 LOCATION .. 2 � Z 9.�t 1 I� / 35.1 � 2=?3 �'9.2 SEPTIC TANK 2$ 1Iv 8 LEACHING FIELD. � DISTRIBUTION BOX' Xis; IN EROSION CONTROL CAPACITY N BOTTOM FT. LENGTH X WIDTH SQ. �...�. ...� . ..... IOq ) ) SQ.FT. X GAL SQ.FT:= GAL. LEACHING DAY W `AD�r3 5 ' T - A ��tli�'f �L �/ _�t�N o L � TOTALS: - (�1 TOTAL NUMBER OF LINES .._._... 0 L �....�. IU Z' TOTAL LEACHING AREA SQ.FT. 04 A AY TOTAL LEACHING CAPACITY3$5" G L. D 4 / .... 2/ `�✓ S ly h� J 2l 03 13R 1r REV. ATE BY DESCRIPTION E D APP D: E APPROVED BY• 3 SEWAGE DISPOSAL SYSTEM DESIGN PREPARED FOR PSI' 191_ id E ED 0 RESERVED FOR BOARD OF HEALTH USE � tt Ob A L1 1tK�P� . rL �h�G'S,� WKIIAM F. MC DEN CIVIL . LOCATED AT >m . �""r '" jA � i-1.J 1 I �iM Y A,�.�r APPR aa® � ill1 ( q�OFj y � ram" A •e SCALE. L i� DATE.'���''1 ;vI1.aa,1� ` q 1 q 40 BRIAN ROY c9 GRADY NOa1®79 G. A. E. ENGINEERING, INC. 9FcfsTvw A PROFESSIONAL ENGINEERS & LAND SURVEYORS SITE PLAN /V1TAFk\ 266 MAIN STREET WAREHAM MA 02571 �►s (508)-295--shoo' PLAN SCALE. 1 ' 1/0 Y mw er: cw err: ` m No. ljw No _ T PROVIDE PRECAST CONCRETE EXTENSION 5 DfA. OUTLET(S) » SCHEDULE 40 PVC FINISH GRADE OVER LEACHING FIELD ..� .,_.. TOP OF FOUNDATION RISER WITH CONCRETE COVER TO WITHIN SLOPE O 2% MIN. OVER SYSTEM GENERAL ELEV.= .._ . _.___ __ �.: _ _ REMOVABLE COVER 4 6 OF FINISH GRADE WHEN NECESSARY. __ _._.._... . FINISH GRADE OVER D-BOX= 2» LAYER ( 18" TO 1/2" DOUBLE WASHED STONE 2" OF 1 J8" TO 1 J2" DOUBLE WASHED STONE FINISH GRADE 0 FND FINISH GRADE OVER TANK EL.EL NOTE ALL SYSTEM COMPONENTS AND CONSTRUCTION 1. UNLESS OTHERWISE D 20" MIN. ACCESS COVER METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 36"MAX. ar`PARALLEL LINES OF 1 " Mid{. ENVIRONMENTAL A ANY APPLICABLE LOCAL RULES. (TYPICAL FOR 3} 36 MAX. —„-�"`- 2 ENVIRONME L CODE AND 2' 4 PERFORATED PVC PIPE 36" MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 4 C.I. OR OF HEALTH AND THE DESIGN ENGINEER. " „ " PROVIDE WATERTIGHT _ 6 3 3 g DROP MIN. »3 JOINTS TYP. ( •�.r..r.� 3 4 SCHEDULE 4U PVC PIPE WITH WATER TIGHT JOINTS SHALL SCHEDULE 40 PVC SLOPE PERFORATED AT 10 4 PVC IN FROM 0• BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 14" SEPTIC TANK 4 PVC OUT TO LEACHING FACILITY __. .11... CAP ENDS � C> 4. 4" SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED 12" ► . ... ._LAYERS OF ___ f __.:p „ » TYP. INSIDE LEACHING TRENCHES OR LEACHING FIELDS. » _ C� 3/4 TO 1-1 f 2 7 _ 48 __ DOUBLE WASHED STONE — i _.._.. _. " � D� gm _,,.,_�LAYERS OF 5. SLOPE ALL SOLID PIPE AT 1.07� MINIMUM. 10' MIN. GAS BAFFLE 6 CRUSHER STONE „ OVER MECHANICALLY CJ _ C> 3/4" TO 1-1/2" 6 CRUSHED STONE T- 6. THIS SYSTEM is NOT DESIGNED FOR A GARBAGE DISPOSAL. OVER ME HANICALLY COMPACTED BASE COMPACT�D BASE -ovTLI`T DISTRIBUTION Box 1 _.. . .. 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED _�_��� '_:_.. _ _. .�►_ _.. : TO BE .INSTALLED ON A LEVEL STABLE . ---� 1.:_r...... PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND BASE. FIRST TWO FEET OF OUTLET _ ._wu_ _w.. . . _; i6 6W�� READY FOR INSPECTION. SYSTEM IS NOT TO BE SACKFILLED GROUND WATER ELEV:=-- MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL. AND DESIGN ENGINEER. . . N CONCRETE SEPTIC TANK -'T 1 GALLO C I �� �_ �,_ .. _.. _. . _ .. CROSS SECTION VIEW v TH r TYPICAL FIELD SECTION S. ELEVATIONS BASED ON LENGTH TYPICAL FIELD PROFILE TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE TI C�fSTRi �►TI � �C DETAIL 9. CONTRACTOR SHAH VERIFY ALL UTILITY LOCATIONS PRIOR TO SEPTIC TAi.g� FI L� D 'T I CONSTRUCTION THROUGH DIG--SAFE AND ANY OTHER APPLICABLE PROFILE NOT TO SCALE :NOT. TO SCALE NOT TO SCALE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 10. NON SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR ' TEST PIT DATALEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. _�_. MANUFACTURERS SPECIFICATIONS fi-"i" - DATE: 11. ALL TANKS SHALL B€ WATERTIGHT TROUGH INSPECTOR. z'r �z=..� rr-� sit "° �" OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. �_: _ SOIL EVALUATOR. CERT. A . 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-�1 o LOADING UNLESS TEST PIT TEST PIT LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH�;--µ_..�_._,:..�*_-�__w__.__�`T__-F'tT.�:-..w. ..�► �: CASE THEY SHALL WITHSTAND H-20 LOADING. ELEV TOP _. _m_, ._ €tom ' Pr. 04 ELEV TOP .84AC _ w __._.._.�..�: __ ..__ _. ._. 13. E WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND was ELEV VWATER = _ ELEV WATER FINES. .. - �.r PERCRATE MIN/IN RATE MIN/IN PERC RATE 14. ERE REQUIRED, CONTRACTOR 'SNAIL REMOVE ALL LOAM, SUBSOIL AND ANTUIT UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES a P - EPTW OF PERC= DEPTH OF PERC DEPTH OF OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN >' 1 _ COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN TEXTURAL CLASS`S "E1RAZ TEXTURAL CLASS �..r'�.._ ACCORDANCE. WITH 310 CMR 15.255(3). 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES iOVND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. F�G� I F tLt: t :J IJt�. 16. PROPOSED PROJECT IS LOCATED WITHIN: - ... ti .. . TIC " . � ASSESSORS MAP 1" r IOT. . .. U1 t �� -- �► .: . ZING DISTRICT BUILDING SETBACKS f":.. .. ..._ # ...:._1 : ft. �' rt ► FEMA FLOOD ZONE ELEVATION ►I �► AS SHOWN' ON COMMUNITY PANEL IIIFT �.. ' 17". OWNER OF RECORD: ssr� ... _ ADDRESS: , W � I LEGEND M " NUMBER OF BEDROOMS r3 loo EXISTING CONTOURS , y iv I NUMBER OF PERSONS Gi -i 11:`.r PROPOSED CONTOURS' !� .. _ G GAS LINE 1/ GAL/DAY/BEDROOM •.. , ........ . ' 1 mil 't�1 DESIGN FLOW , I�.. ..�.. EdcT ELECTRIC/TELEPHONE LINE TOTAL DESIGN FLOW 130 GAL/DAY w � WATER LINE } 4 SOLID SCHEDULE--40 PVC PIPE 3 � SEPTIC �`AN�+(. 4 PERFORATED SCHEDULE 40 PVC PIPE G ''f"l IQI< .. ..r_.......... �......,.. LIMITS OF OVERDIG ISO 0DESIGN` APA ITY ..r.._... ... .. GAL. X 2005� � GALS. CAPACITY LIMITS. OF WETLANDS 7 USE GALLON SEPTIC TANK. (MIN. SIZE PER BEGS) 0 WELL LOCATION I , X TEST PIT LOCATION IhI f'Ilp' 10 SEPTIC TANK LEACHING FIELD:,i I� DISTRIBUTION BOX K. EROSION CONTROL BOTTOM CAPACITY 104 ia \ LENGTH) X WIDTH) SO i SOFT.,X &4 GAL SO.FT.- 1S GAL. LEACHING/DAY IQ : .�___ IA ` F' TOTALS: j TOTAL NUMBER OF LINES IU Z' TOTAL LEACHING AREA SO.FT. 10 TOTAL LEACHING CAPACITY + GAL./DAY REv. Ditt BY APP'D. I DESCRIPTION APPROVED BY �j�► SEWAGE DISPOSAL SYSTEM DESIGN p� w`w �N of�s PREPARED FOR M)kr {9, Llaor is sin RESERVED FOR BOARD OF HEALTH USE t► 11rcU L I%', KK" MAWFN CWIL LOCATED AT j No x,P,,83 STS APPROVED BY: ,yy I ll.ply - SCALE: III s :_ DATE:--36rl'. ZI Z,47 3 G* A* Fo ENGINEERING, INC. �` PLAN PROFESSIONAL ENGINEERS & LAIRD 'SURVEYORS SITE A N 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-6600 PLAN SCALE: 1" = ' ow sr cuc err . I no. PROVIDE PRECAST CONCRETE EXTENSION " CO C ETE E TE — 5 DIA. OUTLET(S) „ FINISH 4 SCHEDULE 40 PVC S GRADE .OVER LEACHING FIELD --� TOP OF FOUNDATION L �'�� GENERAL NOTES RISER WITH CONCRETE -COVER TO WITHIN __ _ . __._ __ REMOVABLE COVER SLOPE d 2�6 MIN. OVER SYSTEM ELEV. 6" OF FINISH GRADE WHEN NECESSARY. FINISH GRADE OVER D-BOX 2 LAYER OF 1/8 TO 1/2 DOUBLE WASHED STONE 2" OF 1 8" T " FINISH GRADE 0 FND. EL.= FINISH GRADE OVER TANK ����r•.� r d 1 f2 DOUBLE WASHED STONE _ 20" MIN. ACCESS COVER 1. UN LESS LESS OTHERWISE .NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION (TYPICAL FOR 3) 36"MAX. „ LINES. OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 36 MAX. 12" M1N. ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 20 4 PERFORATED PVC PIPE 36" 4 MAX. �� C.I. OR � 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD » „ _ PROVIDE WATERTIGHT. OF HEALTH AND THE DESIGN ENGINEER, 6 3 3" DROP MIN. 3 9 JOINTS T - SCHEDULE 40 PVC „ » _ 10 4 PVC. IN FROM � �„�,,.. SLOPE PERFORATED AT 0.59� 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL " SEPTIC TANK 4 PVC OUT TO ___ _ ::._. . BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 14 LEACHING FACILITY ED aI_ CAP ENDS 0 " 12" pG� L LAYERS OF .._.. 4. 4 SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED __.._._ - TYP. C7 INSIDE LEACHING TRENCHES OR LEACHING FIELDS. » �."1 G+ 3/4 TO 1 1/2 48 ____.__ -- jr DOUBLE WASHED STONE g Q . t - v_._:..__ " O A 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 10' MIN. GAS BAFFLE 6 CRUSHED `STONE � LAYERS OF " OVER MECHANICALLY 4 3/4" TO 1-1/2" 6 CRUSHED STONE COMPACTED BASE DOUBLEW 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OVER MECHANICALLY A H T OSAL. COMPACTED BASE OUTLET `DISTRIBUTION BOX _ 7. LOCAL BOARD F-. _ ..__-_._. __,.. ._ W. : 0 HEALTH' AND DESIGN ENGINEER TO BE NOTIFIED T - _I._ • 0 BE INSTALLED ON A LEVEL STABLE PRIOR TO BACKFiILING WHEN SYSTEM IS NEARLY COMPLETE .AND BASE. FIRST TWO FEET OF OUTLET _ .._.. _ .. : ____ ... READY FOR INSPECTION. SYSTEM IS NOT TO BE BACKFILLED PIPES TO BE LAID LEVEL. GROUND WATER EL EV.= MIN. WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALT H _ AND DESIGN ENGINEER. GALLON CONCRETE SEPTIC. TANK CROSS SECTION VIEW C�10A ► .�"'f1°`_.1) LENGTH WIDTH a7T{ TYPICAL FIELD PROFILE _ TYPICAL FIELD' SECTION � ELEvAtiotvs BASED ON TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE SI=P11C TANK PROFILE DISTRIBUTION �/`1�BOX DETAIL FIELD DETAILS 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AND ANY OTHER APPLICABLE NOT TO SCALE NOT, A NOT TO SCALE 0 0 SCALE E AGENCIES. . REPORT ANY 1 D SCREPANCIES TO THE DESIGN ENGINEER.EE . �►�, 10. NON SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES .ENTER OR TEST PIT DATA LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. . __ :: _ ____.._. .�.w.�._-__.�_._ _ . _ ALL TANK HA INSPECTOR. _ __ ____..._. 1 1 . S SHALL BE WATERTIGHT TROUGH MANUFACTURERS � .���•1'�'J: DATE. ,�, SPECIFICATIONS r * - OR APPLICATION OF ASPHALT OR SYNTHETIC POLYMER SEALER. a SOIL EVALUATOR-- �' CERT. r 12. ALL SEPTIC SYSTEM COMPONENTS HA _.. E S SHALL WITHSTAND. H 10 LOADING UNLESS TEST PIT t T€Sfi `� TEST PIT . LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH _ Ell, 0P_� CASE THEY .SHALL WITHSTAND H- 20 LOADING. ac 96 ELEVTOP ELEV TOP t�, _ . - . _ _-_ _ 13. DOUBLE WASHED ELEV WATER - - ELEV WATER _ S EO CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND --���� FINES. afi .r�s) s a� C PERC RATE - MIN/IN PERC RATE _ 1Gtfl�i PERC RATE _ MIN IN �►wtuiT .�..� �...,�.,.. � 14. .:WHERE REQUIRED, CONTRACTOR SHALL. REMOVE ALL LOAM, SUBSOIL AND _ UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES DEPTH OF PERC- DEPTH OF PERC - DEPTH OF PERC= ������ OF OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN _ COARSE SAND FREE FROM C i TEXTURAL A A LAY, FINES OR OTHER UNSUITABLE MATERIAL IN / CL `y ,� 'i'ER'�0 tCS » TEXTURAL CLASS ACCORDANCE WITH 310 CMR 15.255(3). b 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES --- FOUND IN SITE CONDITIONS , • __---_ _ _.-. _____ -- FROM THOSE SHOWN PRIOR TO N d CONTINUATION OF WORK. 4, MCI d._-;. l°r�•1b L"L I ICJ Nt.: AW � ... ._ . . ___. .� 1- 6. PROPOSED PROJECT IS LOCATED WITHIN: s �i �• .. i ASSESSORS MAP BONING DISTRICT SETBACKS F:BUILDING xx S: �-�-°� �f. R: .L��G' ft. - _ 1-EMA FLOOD ZONE _ ELEVATION 4r a AS. SHOWN N OM1�rlt! IT"f_O C PANEL I _ s.� Et :w T4 17. OWNER OF RE CORD: 1n P O r 3 -_. ` ADDRESS, o � �' � ��� � � . ( 11 yj�j hJI WA—Mr, 74 t� r DESIGN DATA LEGEND I ocr- � �• NUMBER OF BEDROOMS 3 „y �.., �100.� EXISTING CONTOURS 10 I NUMBER OF PERSONS G� , ,1 I (1 ---i--1.. PROPOSED .CONTOURS ...�..- _ /'�'C�``��' G�'7".�-�.I��M�'N DESIGN FLOW ..._ //U► �,., GAL AY BEDROOM G GAS LINE 1 _ _. ,� EdcT-�•�•--�---W- ELECTRIC/TELEPHONE TOTAL DESIGN FLOW 1530 GAL DAY LINE __..� � w WATER LINE µ , Il 1�IN 4 SOLID SCHEDULE 40 PVC PIPE �J SEPTIC TANK: -- — -- 4" PERFORATED�G Ti��•lI� SCHEDULE 40 PVC .PIPE t 33 GAL. X 200f = D LIMITS OF OVERDID � � GALS. DESIGN .CAPACITY ..� �.. LIMITS OF WETLANDS - USE GALLON SEPTIC TANK. MIN. SIZE PER REGS --� 1 ( ) O WELL LOCATION I�r I X TEST i PIT Y. LdcArldN I ._� LEACHING FIELD: SEPTIC TANK 0 DISTRIBUTION BOX N BOTTOM CAPACITY EROSION CONTROL .. LENGTH X WIDTH .FT. SQ.FT x cAL S .Ft. GAL.C' � �_._. ,/ Q S�', G L LEACHING/DAY o Loa Q 4 vk�ull TOTALS: \ TOTAL NUMBER OF LINES TOTAL LEACHING AREA SOFT. TOTAL LEACHING CAPACITY 356' GAL. DAY 04 1 r _ 1% ` .R V E DATE BY APP'D. DESCRIPTION APPROVED BY- SEWAGE GE DISPOSAL SYSTEM DESIGN _19 10 /03 i f r';w��H c��',,�� PREP AREIJ FOR _ lob ftlC� 171.�,r,� RESERVED FOR BOARD Of HEALTH USEUA � M4'bFN ► Nu 4>;��a ► LOCATED AT + APPROVED BY. + .. SCALE: i GAY, ENGINEERING, INC. PROFESSIONAL ENGINEERS do LAND SURVEYORS SITE PLAN 266 MAIN STREET, WAREHAM, MA 02571 (508)-295-6600 PLAN SCALE: 1" ow mr. m ev. Vlrm I Ne. J0S 140.9110