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HomeMy WebLinkAbout0307 WILLOW STREET - Health 307 Willow Street W. Barnstable A = 131 020 v i H Z l � No. 4210 1/3 BLU 10% 0 6 0 0 0 TOWN,OF BA.RNSTA.BLE r—L. --�� ] SEWAGE # o�00 V7:LLAGE Val + 6A" l h8u5� ASSESSOR'S MAP & LOT I L20 IPISTALLER'S.NAME&PHONE NO. Ji r'ti. PT[.L VL `"I Z-D • D 2-9'Q SEPTIC`, TANK C 4PACTfY 1 15-U® &A-L— LEACIUNG FACILITY: (type:) (A I'S KA D VJ 4 J NO.OF BEDROOMS_ Sc—p►i G 1�Uk, ®N crt1 BUILDER OR OWNER— PERMTTDATE: I 1 2 COMPLIANCE DATE: J- Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility U-IJ oW 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 l within 300 feet o leachi g facility) Feet Funushed by _ Y% 1 31 .-o L � v B / 32-s a 31 - L0C-ATIION SEWAGE PERMIT NO. - VILLAGE INSTALLER'S, NAME & ADDRESS ® U I L D E R OR OWNER 3 &5'-dA5po-Y /moo YC 60-10 r,-;.t,, DATE PERMIT ISSUED DATE COMPLIANCE ISSUED C l o - Page: CERTIFICATE OF ANALYSIS i� Barnstable County Health Laboratory Report Dated: 2/1/2006 Report Prepared For: Order No.: G0634423 Mark Nelson 307 Willow Street W Barnstable, MA 02668 Laboratory ID#: 0634423-01 Description: Water-Drinking Water Sample#: 34423 Sampling Location 307 Willow St.W.Barnstable,MA `. �, Collected: 1/30/2006 Collected by: K.Nelson Received: 1/30/2006 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen 0.17 mg/L 0.10 10 EPA 300.0 1/30/2006 LAB: Metals Copper 0.24 mg/L 0.10 1.3 SM 3111E 2n/2006 Iron BRL mg/L 0.10 0.3 SM 3111B 2/1/2006 Sodium 19 mg/L 1.0 20 SM 3111B 2/1/2006 LAB: Microbiology Total Coliform Absent P/A 0 0 309 1/30/2006 LAB: Physical Chemistry Conductance 170 umohs/cm 2.0 EPA 120.1 1/30/2006 pH 6.5 pH-units 0 EPA 150.1 1/30/2006 Water sample meets the recommended limits for drinking water of all the above tested parameters. / Approved By: U (Lab irector) 1 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 No_ > `J S Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Zigool *p.5tem Con!6truction Permit Application for a Permit to Construct( . )Repair( )Upgrade(,t Abandon( ) El Complete System E44ndividual Components " Location Address or Lot No. 307 W+T(&w 3 M Owner's Name,Address and Tel.No. w• 3�.�dP `ice� l�eC�, Assessor's Map/Parcel 1,31 io� w` �o .3� �� Installer's Name,Addres ,and Tel.N . SD d,,4,Zo, 0 41D Designer's Name,Address and Tel.No. �Aw�icS � ux �trsfdy �- t.t9 i � x� 7&v, (j& Kii©i s. ►tip a7-6 � �'° iZr looms 5 - Type of Building: Dwelling No.of Bedrooms .3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs Alterations(Answer wh applicabl O i ® O(&A*7 P T)Q k,0 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 provisio s of Title 5 of the Envi nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is u b this Board of alth. S' ned Date 1 t` 1 1` 3 Application Approved b Date L t O -,i-> Application Disapproved for the following reasons Permit No. 3 —S 5 S Date Issued I-7)&3 No_. ! _' ► .r Y„ Fees r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS } t Application for Zie;poar bpotem Conotructton Permit Application for a Permit to Construct( . )Repair( )Upgrade(\4 Abandon( ) El Complete System E f ndividual Components Location Address or Lot No. 307 S t• Owner's Name,Address and Tel.No. �G?_6 S F Z w • 3 � IMa�f� �v e t, Assessor's Map/Parcel 13 � �-p. 3 6 7 GV t l low -- w, gww s 6le__ Installer's Name,Address and Tel.Nb� 9d,`�7 0, U Z $it) Designer's Name,Address and Tel.No. .I AY�A C-'S �o u--CR-- (-fi e v s la y w i-1te� , Xu< < r Type of Building: Dwelling No.of Bedrooms ..3 Lot Size sq.ft. Garbage Grinder( }' f Other Type of Building No.of Persons Showers( ) Cafeterias( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ` Nature of Repairs o Alterations(Answer whe a plicable © i G Off,©a o,� P T)Q Lo Cs y. a �e rg yoo r-NY-, / 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 Envirpnmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of a th. Signed Date Application Approved b} ` Date I l l"7 C G Application Disapproved for the following reasons i Permit No. > 3 —S 5 Date Issued 1-7)C ------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT�Y,that the On-site Sewage Disposal System Constructed( 1 Repaired( )Upgraded(N ) Abandoned( )by —IpA^r.f 11,I/o / at 30'7 In�' �„ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. oZ UU�- S_� dated ► �i-7/,Ij 7 Installer Designer / The issuance r7h) this permit shall not be construed as a guarantee that the sy tl -ern i•1�jf�nction as de"si ned./J Date I L Inspector L—�vi�n I c� V� \j No. 900 .3 .-_ lq5 Fee /w THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS !Dtspozaf 215p.5tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )A andon( ) System located at _30 -7 l,k) and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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 dat(byv: �-,'e, ' Date:_ I I 117 13 Approved ---�.-----� ' TOWN OF BARNSTABLE LOCATION 5 O 1lb i.L- u) STI SEWAGE# 4� 0 VILLAGE \14, 6 s 1 A6Le ASSESSOR'S MAP &LOT 131 IL,20 INSTALLER'S NAME&PHONE NO. Ji rA P 0--OW— L4 Z® • D 2-8rQ SEPTIC TANK CAPACITYtDD CPs'L— LEACHING FACILITY: (type) ��iJ D Q 4J size NO.OF BEDROOMS 3 TZJ.e ;CA?10 fJ ®F B�SePT a� i�k BUILDER OR OWNER ®- ��� 1 PERMTTDATE: I COMPLIANCE DATE: J�/ Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility U&J"D W O 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 o eac ' g facility) Feet Furnished by L� kI 31 o - L � A 2 53� 2- �-- ? TOWN OF BARNSTABLE 1 LOCA;(tION 94aardL ZA SEWAGE # s� VILLAGE �i� � mod) ASSESSOR'S MAP & LOT131 020 INSTALLER'S NAME & PHONE NO. .. �.. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) L - (size) �• � �L NO. OF BEDROOMS PRIVATE WEL OR PUBLIC WATER BUILDER OR WNE DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No L_ , `r r J f i 4� �' . 'rr�.r ,� . t ./No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application fX Xcomplete or 13igool *pgtem Construction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) System El Individual Components Location Address or Lot No. 30� I/�fjyx�nbm ;T 1 Owner's Name,Address and Tel.No. 6 �'Alp1° Assessor'sMap/Parcel w16� Rrvv0�ADL26- µAR `K N&40P + &Csr/,T P 131 P42CEL 20 30') Uflu',xv 5-7. ICI - PA O 36 Installer's Name,Address,and Te-lby Designer's Name,Address and Tel.No. �0� 91m ha12sLiEy 4-W'Sivrl,�tiG. hT. 6-A -5AA0Ve!Z_ 6, MA 933� Type of Building: Dwelling No.of Bedrooms Lot Size s .ft. Garbage Grinder A Other Type of Building (c'f No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 11197 • gallons per day. Cal ulated daily flow 000 gallons. Plan Date Apk 16Number of sheets Revision Date AJA Title OS SAF VVG ZTE a P Size of Septic Tank lJ p Type of S.A.S. Z " S S Description of Soil . o 7 n t IS 11 g t 6 S� o -Z ''d&G �/ " LA,/6 a 6 F__ SL r1Z Z 119- !;AA4y L ML4 - L /;4m Nature of Repairs or Alterations(Answer when applicable)_ _ __PA 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 provisio of Title 5 of the Environmental Code and not to place the system in operation until a Certifi Cate of Compliance has been i y t s oard of 1 Sig Date Application Approved b Date Application Disapproved for the following reasons Permit No. � Date Issued ' No _ ;M 1 � Fee THE COMMONWEALTH.OF MASSACHUSETTS -Entered in computer: Al Yes ' PUBLIC.•HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Z prication for Migoar *pgtem Cougtruction Permit Application for a Permit to ConstructX Repair Upgrade Abandon pp p ( ) pg ( ) ( ) Complete System ❑Individual Components Location Address or Lot No. 3D VV yGn��ilMt / S'�. Owner's Name,Ad/dress and Tel.No. Assessor's Map/Parcel w9� �rvv'v �L� M ARK /V6140N + fCR,,cSr�C KAPP 2 AM P 131 P C-Q 2.6 30D W�c,Otv 5�1� 1ti. PAO. 36 Installer's Name Address,and Tel No. Designer's Name,Address and Tel.No. Y /4 ,iz6y fi wIV-Tij�►), �. I PT. 6 N4y Zfi, MA Type of Building: Dwelling No.of Bedrooms Lot Size S� y3 sq.ft. Garbage Grinder AA Other Type of Building (c� 1 No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ZID mal. gallons per day. Cal ulated daily flow gallons. Plan Date Number of sheets Revision Date Title S epixC POkP. Size of Septic Tank/40 -r'T-- Type of S.A.S. Z 5 ii ` Description of Soil 27U 23" G - '/ , LAygk t9SL Z ZZ v6 SAN�1�� L%AAA — Nature of Repairs or Alterations(Answer when applicable)�tY Date last inspected: Agreement: K The undersigned agrees to` sure the construction and maintenance of the afore described on-site sewage disposal system in accordant with the pr�oyisio of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i y t i Board of ealth. Si J Date J ._ Application Approved,r � .,✓ l' f —Date; = Application Disapproved" if/tiCe;fo",llowing reasons 1r` I/ _.. Permit No. -' Date Issued ————————————————————————————— ------ THEl-COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS'IS TO CERs i Y`�ha the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by � Gc at 114 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. i dated 4/ Installer Designer The issuance of thiWermit not be construed uar a that the sysl�fun�ti'o as designed. Date Inspector ® V/ E No. --------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi,gpogal *p5tem Construction Permit Permission is hereby granted to Construct(it-f Repair( )Upgrade( )Abandon System located at gzg� y/y l��i!s<s� -?7� ,�ij/�- 0L and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 e it. Date: � .7" Approved tty s'�21i1, _��✓(� �✓J TOWN OF BARNSTABLE LOC1!.rlON _: ® �i� SEWAGE # VILLAGE ASSESSOR'S- ;MAP & LOT INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) -,� NO. OF BEDROOMS PRIVATE WE L OR PUBLIC WATER BUILDER OR OWNER J DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes 3 ' 1� 31 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH SwMable CoR ervati� TOWN OF BARNSTABLE � ,�meo7t Allpfiration for Di►ipooal World Tomitrurt rrmi toata Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: � ��y -------------------------- Location dress< or Lot No. ................ ...--.... --- ' = ------------------ --------------------- �- ,,,.ne.r Address W . W ........... . ......... ...... • . . . . .......................................... --•-------.......-------------------•----•-•------•--.....-•------..................--••--....---- staller Address UTyp of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms.__ ��................. •- ___Expansion Attic ( ) Garbage Grinder ( ) P4 Other—Type of Building ............ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ------------------------------- -- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Disposal Tank—Liquid" ench— o capacity............gallons Length1 Total Lengthidth..............Total leaching area.- Depth--.....sq. ft. 3 Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 14 14 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (Xq Test .Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ W --- ----- --- 0 Description of Soil-•-•---•-•------ = _�� W V --------------------------------- •................. •---------- •....... •-------------- -.-------------- •---------- .......................................... ••----••------•------------ W. ----••---------------------------------------------------------------------------------•-----------------_-_----------------------------------------------------------------------------•---•--------.-. UNature of Repairs or Alterations—Answer when applicable..._............................................................................................ ••--••----•-----.....-------•................••--•-•-------•---------•----•--------•-----•-------•-----------------•-----•--------•--------------------------•--------------•-•----•----.........._•----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliant as been issued by She board of health. s Signed ... ......... Dare Application Approved B Application Disapproved for the following reasons: ............. . ......... .......................... ........... ......... ................:................... ............................................................................................................................................................................................................... ........................................ Permit No. ..: .�`� � ....................... Issued ............. " ,....•_�..��9....�'.j�Y Dace ..�.wCAlh- �• � .. No.. FEs.... ...� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Diripwiul Wnrk,i Tomitrnrtinn pumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..........., n ...�ir f f'u�_-c l:.. � y► ► -------------------------------- ........................ L,ocatio I X idress or Lot No. - ............... �twner j Address .........y6fBuilding •1f�l�[:S =K......._ ayp ............................... 75staller,, Address dType Size Lot............................Sq. feet U Dwelling— No. of Bedrooms._..J�..............:....................Expansion Attic ( ) Garbage Grinder ( ) pa, Other—Ty .pe of Building _.J& -------- No. of persons............................ Showers ( ) — Cafeteria ( ) al Other fixtures ................................ . ••----------------- ------- W Design Flow............................................gallons per person per day. Total daily flow............................................ 1:4 Septic Tank—Liquid capacity........_..gallons Length________________ Width........ Diameter................ Depth................ Disposal Trench—No. .................... Width.................... Total Length............. .... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by......................•----------•-•-•------------•-••---••--•--••••_..... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... Gi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ C4 ----- ---------- -----..-,-.-.---------------------.-.-- . .........................................................--•--..........•----...........------......•. DDescription of Soil................. ,1- --------------------•--•-----------•..--•--. . � _ W •--•-•-•----•-------------'-••---•--...•-•-•-----..........•-•••-----•--•....---.......-•••--------------------••.....----------------•••--••--••-••-•--••••••-••.................•--•-••------•........ U Nature of Repairs or Alterations—Answer when applicable._.............................................................................................. ......................-.......................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate;Signed mplianc as been issued by the board of health. i '-- --- -- .. ............................�.....--................... ..........................-. .A lication A roved B � rim.....-,..... ...................��fL�'��........v.............................. ,�.�'.. ............ j PP PP Y v Dare Application Disapproved for the following reasons: ....._...... ............................v.............--..--........................................................_.......--. ... ................'' .............................................I,:.- .............................................................. ' .. "---.................................... ........................................ Dates ' Permit No. � .r'�''. ........ ------------------------ Issued ............. ....".... �1.... Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE t1-Prtifi ate of Tompliance THIS IS TO CE TIFY, That the I�nd� ''vidual Sewage Disposal System constructed ( ) or Repaired ( ) :-�.'- .. by ' -_ -.../ 1Y. - ' ..._.... ........................... � �' G �--, 1 stall r has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. �', .a _� ,�,� -....-.- dated .-- i-t_.`�... ;_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 1 DATE------ ..'-...J�.._..:..j..... .-..-----...................................... Inspector ......?....................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No..�_.?,�ot F� FEE ........... �I Bispnottl Workii To gtrurtimin Prrntit �' Permission is hereby granted '' ' �" l -------------••••••••---------- *............. to Construct ( ) or Repair (tYan Individual Sewage Disposal System iat No-------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------•--•-- Street /� as shown on the application for Disposal Works Construction Permit No �- _��7Dated---- 1.-�''_____..... �-••--------•----....• I�Board of Health / DATE------. = ... -•••- FORM 36508 HOBBS A WARREN,INC..PUBLISHERS 5'DIA OUTLET GENERAL NOTES* S) f'+� � \� REMOVABLE COVER FINISH GRADE OVER D-BOX= 38.9' PROVIDE PRECAST CONCRETE EXTENSION NYC}'•n. 4F / "+�a < f '+ •'{ 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FLOOR EL.= 40.8' z METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE RISER WITH CONCRETE COVER TO WITHIN ? 8'OF FINISH GRADE WHEN NECESSARY. ,.a� �t tiJ?�-s t ' 1 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 36' AX. _� w,t k -.�-f� l.3' '- � i'''*'r'`t. ,r°'�"� f T ;s\ •f'FINISH GRADE OVER TANK EL.= 39' 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD + ��e� •. i ? r'j} $ti .r i i �. 1 OF HEALTH AND THE DESIGN ENGINEER. 20'MIN.ACCESS COVER \ er `� } ��rr• t �' (TYPICAL FOR 3) .h„Jet' e T Y c �P U 3. 4'SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL PROPOSED 4' PROVIDE WATERTIGHT . S �Y a� [ r/ _ , f , aw, -�. � 1 �. LOCUS JOINTS(rYPJ o BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. SCHEDULE 40 PVC ��, .�.p A.r �✓ /^ Gn 9S I s-.�.," yy!!� / i AT 0.7%GRADE 4'PVC IN FROM k� g. +rat �,.. i ,cgg, ��J'{� ,g. 1 ,yr ��y'`'7-y� "' 4, THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SEPTIC TANK 4'PVC OUT TO r y � �,y • �, I i 8' 3' 3• 9' LEACHING FACILITY i, ''}�. l �•+G,f^"t'.1 r t 1�r -� ��u� I a ?ca` H 5. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED 3'DROP MIN. i V. J- ^'ti ^d:= 1Y' - _ H :lf..Y y''S.( H� e� y\ :4�K+�11- .1 ;a,i.�'17w ""#r v,.', PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND 36.93° 14' 36.50' M N. y > s ( r 4 P I��� �- C� F READY FOR INSPECTION.SYSTEM IS NOT TO BE BACKFILLED 36.52 36.34' WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 36.77' 8'CRUSHED STONE �' r Iris fiYrJ tir31j r �0 1 m$ s .a; AND DESIGN ENGINEER. OVER MECHANICALLYa,� a.. OUTLET TEE - COMPACTED BASE yp ~'1"' q S,'� ��r^�+ � a [^�',a� q 1' I v 4 _I 8. ELEVATIONS AND BUILDING LOCATIONS BASED ON FIELD SURVEY ;Ix C•_'ta'�`ram. -T^4 a �y1}(�� 14 T BY CAPESURV,HYANNIS,MA. 'r �� � r �'� - 7. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION r"r THROUGH DIGSAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE ttt��I 4tsy. %yaAT\'s h }�¢,.a-,.i� DISCREPANCIES I FTO THE DESIGN ENGINEER. AGENCIES.REPORT ANY 3/4'-1 112'CRUSHED STONE BASE (tj� -�b !` n F:z,�f� w�" 1 } *_ •e-' 1' CROSS SECTION VIEW .# / }ti ' Sh`y' r 5P9' �'` - t' 8. NON-SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR I, F ; z / NON-SHRINK PROPOSED SEPTIC TANK PROFILE f 1\ r f hC w t 4 ia � L LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. NOT To SCALE EXISTING DISTRIBUTION BOX DETAIL I� : ''p^J�v x��' j � ry�r, +F� �,;Jr( -Z`Ss = 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPUCANT IS TO OBTAIN PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK NOT TO SCALE SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LENGTH 1111 WIDTH DEPTH �'L _R.: - LOCUS U c PLAN I Q N 10. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT,DUST AND y v v� FINES. ' SCALE:1'=4000' 11. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 1 12. THE EXISTING SEPTIC TANK IS TO BE ABANDONED IN PLACE.THE 1 BOTTOM OF THE TANKS SHALL BE RUPTURED AND THE TANK SHALL BE BACKFILLED WITH CLEAN SAND. 13. PROPOSED PROJECT IS LOCATED WITHIN: INV. EL. RUN SLOPE i i S 3,74858. \ / — — \ ASSESSORS MAP# 131 LOT# 20 OWNER OF RECORD: MARK E.NELSON FIRST FLOOR 40.8' "� 178.48' \ / / ADDRESS: 307WWEST ILLOWSTREET BARNSTABLE,MA 02888 BUILDING SEWER 36.93' 2 ° 5.78 J�0.62/o Note: Exact location of existing 0 - / septjc_components are to be i ._ —• PROPOSED SEPTIC TANK-INLET 36.77' / verified In'the field PROPOSED SEPTIC TANK-OUTLET 36.52' _ �' LEGEND i APPoximate Proposed 1,500 Gallon L 3.74' 0.50% �� 8tln9 Lae ngFFln of -Septic Tank_ / eld I 38 EXISTING D-BOX-INLET 36.50, Existing Distribution fox to be r�aet(match existing \ . EXISTING D-BOX-OUTLET 36.33' g elavatbns) \ , 3 Existing Tank�� 41 O +a 0 Q 0 PROPOSED 1500 SEPTIC TANK Exi to be abandoned J9 M -� 4'SOLID SCHEDULE 40 PVC PIPE o DISTRIBUTION BOX X \� —X�X— ' \ �� \\ 5� O i 40 x \ ` EXISTING WATER SUPPLY WELL \ � ' l l 40.8• X42 41 42 7i\\\\.\ \`- \ .� - REV. DATE BY APP'D. DESCRIPTION St - �l + \ O APPROVED BY: \ PROPOSED SEPTIC TANK \ y w/f \ RELOCATION PLAN \ Dwelling P 1.a, IN, Q -� SN OF PREPARED FOR: F— -- ti�� sq Mark E.Nelson c 40 �\ aI o y� ,_ LWAT ED AT C� RICHARD A_ " CLAYTOR 307 Willow Street CIVIL West Barnstable,MA 02360 O ar N �� (. , •o .45116 APPROVED BY: = DATE:NoIremtrer 7 2003 k"' SCALE: 1 INCH-20 FT. � 0 10 20 w eo FEE a ISIER SITE PLAN `rS/ONAL ENG\ PREPARED BY: SCALE:r=20' Ql HORSLEY$WITTEN,INC. L X- \ _ 90 ROUTE 6A SANDWICH,MA 02563 ASd-ESSOR'S MAP# 131 508.833.6600 W 3 D—BY JH D.11.d BY SPJ CMtltetl By.RC JOB No.:3140 i 5" DIA. OUTLET(S) FINISH GRADE OVER SOIL ABSORPTION SYSTEM= 40.2' - 39.5' GENERAL NOTES j REMOVABLE COVER SLOPE @ 2%MIN.OVER SYSTEM PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX= 38.9' 314"TO 1-1/2"DOUBLE WASHED STONE TOP OF CHAMBER FLOOR EL. = 41.3 RISER WITH CONCRETE COVER TO WITHIN 2"OF 1/8"TO 1/2' DOUBLE WASHED STONE 6"OF FINISH GRADE WHEN NECESSARY. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION PLACE RISERS ON BOTH r CHAMBERS TO r METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE OVER TANK EL.= 41.2 36"MAX. 6"OF GRADE 9"MIN. 37.2 TOP OF PEA STONE ELEV.= 37,7 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 36 20"MIN.ACCESS COVER "Mom" PROPOSED 4" (TYPICAL FOR 3) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD PROVIDE WATERTIGHT OF HEALTH AND THE DESIGN ENGINEER. SCHEDULE 40 PVC z JOINTS(TYP.) AT 2%GRADE 4"PVC IN FROM �' O -z 10" =I Q 3 BE USED IN E 40 PVC PIPE DISPOSALSYSTEM TH WATER TIGHT JOINTS SHALL SEPTIC TANK 4"PVC OUT TO M UNLESS OTHERWISE NOTED. 6 3" 3`'DROP MIN. 3" 9" LEACHING FACILITY 4. 4"SCHEDULE 40 PVC PERFORATED PVC PIPE SHALL BE USED 39.4' w 12" 0 24 INSIDE LEACHING TRENCHES OR LEACHING FIELDS. - 14 38.0 37.5 MIN. 37.3' «, � L� � _C� Q QL� C� 00 � o C� CAI CIAO 0 , 38.3' 6"CRUSHED STONE oo 0 0 0 0 0 0� 0 0 o0 5- SLOPE ALL SOLID PIPE AT 1.0°rb MINIMUM. 48" OUTLET TEE OVER MECHANICALLY 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. COMPACTED BASE 3.0' 4.83' 1.5' 4.83' 3.0' 3.0' 8.5' 3.0' 3 OUTLET DISTRIBUTION BOX ( •) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED TO BE INSTALLED ON A LEVEL STABLE 17.2' 14.5' PRIOR TO BACKFILLING WHEN SYSTEM IS NEARLY COMPLETE AND BASE. FIRST TWO FEET OF OUTLET READY FOR INSPECTION.SYSTEM IS NOT TO BE 13ACKFILLED 4"SCHEDULE 40 PVC MIN SLOPE 1% , WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL. MAX. GROUND WATER ELEV= 30.2 MSL AND DESIGN ENGINEER. SEPTIC TANK PROFILE MODEL#DB-SBYACME PRECAST DRY WELL END VIEW 5' MIN. NOT TO SCALE CROSS SECTION VIEW 2- 5oO GAL. DRY WELLS 8• ELEVATIONS AND BUILDING LOCATIONS BASED ON FIELD SURVEY BY CAPESURV, HYANNIS, MA PROPOSED 1000 GALLON CONCRETE SEPTIC TANK DISTRIBUTION BOX DETAIL TYPICAL DRYWELL PROFILE I L Y CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION LENGTH 8 6 WIDTH _ DEPTH _ DRY WELL DETAILS THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE NOT TO SCALE NOT TO SCALE MODEL#LC-500(H-20)BY ACME PRECAST AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. �� - •.� ��{� -� � TEST PIT DATA 10. NON-SHRINK GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE WATER TIGHT SEALS. All o r . !a INSPECTOR: Donna Miorandi N _ ` �� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR / 32 �Ao/i ' SOIL EVALUATOR: Sam Phiios-Jensen ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN O DATE; April SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5C "� TEST PIT#: 1 12. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND t' •`; '� ) FINES. ELEV TOP= 39'MSL � f � .- ., _,��`��.�.,�`" � � r.-�� i ��* �' �,• ." ELEV WATER= 29'MSL 13. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND i UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES I •- }' - ,, � � e *� PERC RATE_ <2 MIN/IN OF LEACHING FACILITY, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN N " ) ": COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE MATERIAL IN `� �-- 631 Nyda '` r� DEPTH OF PERC= 40 -52 ACCORDANCE WITH 310 CMR 15.255(3). Parcel 20 ,� _� _ _ soy ,� fs ;. # L , - .; TEXTURAL CLASS: 2 14. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 65,84,3±SF --� r •" ` = ` c FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO '' ^ -" - _----` -''- tr 0 39.0' CONTINUATION OF WORK. ---_ 1. 5 Acres / Organic O Matter a 15. PROPOSED PROJECT IS LOCATED WITHIN: / --°.' ^" / ,ie y,,,. -' �,....> ,.-•^"" \ 'z "•+¢W .;,,;` 1 `s` r '�...-o- 4"? c :*;" .;,5 y, r: 2 38.8 1 A Sandy Loam ASSESSORS MAP# 131 LOT# 20 s 38 3' OWNER OF RECORD: MARK E. NELSON 8 Loamy Sand B 307 WILLOW STREET r ; x ADDRESS: ILLO E 10YR 5/8--1 ✓ J8 � " s=" c. 1 4w WEST BARNSTABLE, MA 02668 , Fine San . �- t b. 1 .. 151 11 �._ - x-,---_ eoc e 7 .t, 35.1 � ---- �J ,� ------ o- L him / s,. �. � >- �.wn .;�: ^�. �� ,,.:' �' � ,tea �' x -- � ✓ q /` -� �,- ; � ,,, , �, ,,� �� , .,. � � �r Silt Loam x iC2 10 YR 5/3 n M �, 34.6 Sand Loam T t ng � C w/pockets of w ank a g Silt Loam j '�, / ,r �J ,'� ,/ '�-.�• L�l-•...... ._.�. � ^� � F 10 YR 5!4 LOCUS PLAN Groundwater at 120 132' 28A' W x--` .''�--� -- x / P .r �c-F� �~ `gyp SCALE: 1"= 1500' 'C7 r \ 3 ---- _ \ DESIGN DATA JV o x - t, LEGEND / f y .1 Nt cn f ' V112St / / p / U weN1fig W/f \ a ' 1 BEDROOM x 110 GAUDAYBR= 110 GAL/DAY O�4 TEST PIT LOCATION 152 p TOTAL DESIGN FLOW _ 220 GAUDAY(TITLE 5 MINIMUM) DESIGN FLOW x 200% = 440 GALLON TANK REQUIRED } a USE 1000 GALLON TANK O O O PROPOSED 1500 SEPTIC TANK 4"SOLID SCHEDULE 40 PVC PIPE Proposed INSTALL 2- 500 GAL. DRY WELLS a DISTRIBUTION BOX p ` SIDEWALL CAPACITY St nD"-B4O �`�.. TP ' `� `..�, hed ,/.Y 1't'�f �� -�, , O 500 GAL. DRY WELL j O O O41• ExistingWell 1 LENGTH + WIDTH) (2 SIDES) (2'HIGH) (.160 GPD/S.F.) _ GAL/DAY Approx. 200 to priv to '� l `'� . r '� 3 -- ' `� s ' l ( _ W ' Well ; (17.2 + 14.5)(2 ) (2 ) ( .60 GPD/S.F.) - 76 GAL/DAY EXISTING WATER SUPPLY WELL 39 Proposed 2 - 500 gal VV o o 0 4 ,�' Proposed 1000 gat. se r s `� O 1 / f _-- -' I BOTTOM CAPACITY dry wells with 3' of sto ° :- tank 8'6" x 4'10" m ' y __ _ .,_.., 4 v j l � �. Spy w � � �`-� _ � a (LENGTH x WIDTH) (.60 GPD/$.F.) GALroAY around perimeter" o 0 0 0 0 0 Garaglf - _ (17.2'x 14.5') (.60 GPD/S.F.) = 150 GAUDAY l Stone 7.8' .2' , r _ ne Drive ✓ TOTALS: - J TOTAL NUMBER OF LEACHING CHAMBERS 2 44 TOTAL LEACHING AREA 376 SQ.FT. _ _w -�•._ L __,_, _ -� .L�. '� N 42 04 _ TOTAL LEACHING CAPACITY•' 226 GALJDAY REV. DATE BY APP'D. DESCRIPTION ' 42 _ - a 2 7 W C�J. 36„ APPROVED BY: 60 48 �� PROPOSED SEPTIC SYSTEM I Approx. 200,-to private , PREPARED FOR: 'well / -"-• � � �s ZH of y Mark E. Nelson �.� EDWARO L. PESCE .. 7 `; LOCATED AT ¢3 ,� 8 7 �� .,n... ____ � � <f RESERVED FOR BOARD OF HEALTH USE No.av�1 V� 4*5� 52 �F � �� 307 Willow Street 4� N 6 TBM E1=44.00' (Approx MSL West Barnstable, MA 02360 Top of PK Noi! in Apron ' ~ APPROVED BY: SCALE: 1 INCH = 20 FT. DATE:April 17, 1999 0 10 20 40 80 FEET k4ary 13F Cary mmw PREPARED BY: I 5929�32 € HORSLEY & WITTEN, INC. 90 ROUTE 6A SEXTANT HILL SITE PLAN SANDWICH, MA 02563 ASSESSOR'S MAP # 131 508.833.6600 SCALE: 1"=20' Drawn By: .rcrsPrx;os Designed By: SPJ Checked By. ELP JOB No. T 1