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HomeMy WebLinkAbout0290 TOWER HILL ROAD - Health NOW 290 Tower Hill R.ph) A= 142-039 6-- Osterville c i �y ro37 No. V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppfieation for ]Disposal 6pstem "urtion j3errnit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(L-)--J]Complete System ❑Individual Components Location Address or Lot No. d Q Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's N Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 alth. Signe / - v Date Application Approved by AA, 12 Date (/ tf Application Disapproved by Date for the following reasons Permit No. e Date Issued 6 T - ! + 101F ItO — 0 37 Na. U'(I _ I - Fee / TH€-QO`MMONWEALTH OF MASSACHUSETTS Entered in computer. Yes ;._ PUBLIC HEALTH DIVISION -+TOWN OF BARNSTABLE, MASSACHUSETTS 9pplication for bisposal *pstrm Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon Complete System ❑Individual Components Location Address or Lot No. o�9 Q (/L(/P.( Owner's Name,Address,and Tel.No. .Assessor's Map/Par'c'el rzC ) � Installer's Name,Address;and Tel.No. Designer's N ,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 alth. Signe G /�'" Date Application Approved by G� Uln, Date Application Disapproved by Date for the following reasons i Permit No. Q I - Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ___- IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) ,�Abandoned( )b nor 0 ! i' q _ 0I has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. •-�� ;��(1 dated Io _�, V Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be�c-oonstrru d as a guarantee that the system will fimcti novas detisigned. Date . r / „e / � Inspector No. Fee Y 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS - ADisposal *pstem Construction i9Prinit` / Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon 1V ) System located at 0 9 D 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 permits Date i Approved by c No THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH L OF �s �NIIE APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( Upgrade (. ) Abandon ( ) - Complete System ❑Individual Components -URO "c(�1,r�t:(,(, (Led) CXUil `� ok C� d e- 1�2Z Lla6,,, ��� �V OK 's Name,+ ^'^�e ,,,^ Map Parcel# Address e9( r r►Ulyl— L t# Teleph e# Roke,12-1 R . Ee w� Q Ins all s Nne A Desi is Nam /y 2!! Addre //- Add`oLJ�J Telephone#,/�/ -e _ ��3 3� Telephone# Type of Building: ' �( -� _ CXI� Lot Size (— Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons C� Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) SLkD gpd Calculated design flow gpd Design flow provided gpd Plan: Date �- — Number of sheets �— Revision Date Title Sa rj&�(� Description of Soil(s)_ P%CCUilr1 Soil Evaluator Form No. Name of Soil Evaluator J•,"men (,4LAL-pate of Evaluation — I DESCRIPTION OF REPAIRS OR ALTERATIONS AS�i� ,p 1 L The undersigned a es i tall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and era s t lace sy m in operation until a Certificate of Compliance has been issu by/ffie Board of Health. Signed . inzzc Date Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ^���---�..,�yLTH, ,boo No. L�! THE COMMO,N-WEA OF MASSAACHUSETTS FEE BQ?AR OF -HEALTH r_ I; 10.1l7I\ OF ' APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( Upu dd_I. ), Abandon ( ) - V Complete System 0 Individual Components � I�Location �� -" � O n�er's Name MaplParcel# Address t# Teleph e# R nke i�ic�6S�eu� �av ,= Ott Ins all Is N ' C` Designers Namg w,G I M JA 4CA Addre Addres Telephone# �3�.GJ✓ Telephone# ` Type of Building: �'� �(1(, �_ C.VI� Lot Size� Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building. K No.of persons C0 Showers { ), Cafeteria ( ) Other fixtures Design Flow(min.required) SLC] gpd Calculated design flow Sco gpd Design flow provided gpd Plan: Date 6--?�-,_ l( Number of sheets Revision Date Title S4,czC -9 C) \,t n Description of Soil(s) � • Soil Evaluator Form No. Name of Soil Evaluator Y Vj,N^&l(a.1t.,ln ate of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS lftC1t_.(k Aft 2 �u,� Z-t(X4tsarAne A V of c t ,A)�=TJb- (;Z,(V. . f The undersigned ai�j s t�In";Mall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE Sand U er a ss ndt to�p'lace a sys m in operation until a-Certificate of Compliance has been issu ` by the Board ofyHealth r X. Signed �'" Gw ( Date/r�. : . Inspections ,r' l FORM I'- APPLICATION FOR DSCP DEP APPROVED FORM 5/96 f y t'? i;h No.1 )Il THE COMMONWEALTH•OF MASSACHUSETTS FEE _ r n.00A-D KO--- B O A R D OF HEALTH . ,. CERTIFICATE OF COMPLIANCE Description of Work: ' ❑ Individual Component(s) - Nicomplete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: no C _o . at 9� 'T,�e�r— �{t ( 5 r��t'r has been installed in accordance with the provisions of 310 E �15.00 (Title 5) and the approved design Tans/as-built plans relating to application No. //-,:2�-.3dated I Approved Design Flow _ C (gpd) Installer -r - Designer: Inspector Date f t The issuance of this certificate shall not be construed as a gua�antee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. g7t;,A,w THE COMMONWEALTH OF MASSACHUSETTS FEEf. C31. ,_4;KWe'_ BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted tor;ons uct ( , Repair 41)], Jpgra-de/� ) Abandon ( ) an individual sewage disposal system at -70 op_ ! VCdr ��� ►�I �I V_ as described in the application for Disposal System Construction Permit No. �� ' dY'' dated �l ` Provided: Construction shall be }completed within three years of the date of tth•is per• it,Al• ocal conditions must be met. Date /�/ Board of Healt/\h FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN rM PUBLISHERS- BOSTON WASTEWATER SYSTEM SCHEDULE OF ` ELEVATIONS 'NOTES:- 0, 20 1 . EXISTING SEPTIC SYSTEM y INVERT AT FOUNDATION(PROPOSED) 37.71 COMPONENTS TO BE SCALE IN FEET ' SEPTIC TANK-INLET 37:59 ' BENCHMARK: -_ , ABANDONED 2, FINAL- CONNECTION FROM IN THE FALL., TOP OF SEPTIC TANK- OUTLET 37.34 SEPTIC TANK TO BUILDING D-BOX-INLET 37.07 SPIKE ELEV. TO BE FINALIZED IN THE m - — - D-80X.=OUTLET` 36.90 40.23 FALL. - .a .BED I1 NVERT IN 36.7200 — 'BED INVERT END 36.50 BREAKOUT 37.05 BOTTOM OF SYSTEM 36.00 (j - o ESHGW 31.00 2,500 GALLON H-20 ' 2—COMPARTMENT SEPTIC TANK �.. 6—INCH. SCH. -40 PVC. ;. 47--INCH 'SCH; 40 PVC. N: S=T.0% (SEE NOTE 2) / L=27', 5=1 .0%..: _ o Op f 6=OUTLET 44' X 20' o LEACH FIELD N 20 D. -BOX �, °EL 12 EXSITING SEPTIC,'=� E (SEE NOTE 1) TP— fig, msbu! ob- -- ., ., -� -.. �'n oOBSERV ATI VENT .. \ PORT t>,OF�,�a ."\\ j 4 TP-1 \ 4S g�v FAT .\ �\ �A o RESERVE 'AREA. LEECIVIL .. EXISTING BUILDING (TO - 44' -X 20' .4 24 BE RENOVATED IN �o— n THE FALL) ° -\ 43'CD TP- N A� o .. \ A 2 •n, r NTitle: Project: Prepared For. Design By: `° RECORD DRAWING SEPTIC REPAIR Town Pitt Barnstable as way�e Horsley Witten Group,Inc. , O Sustainable Environmental JOSHUAS POND Hyannis,MA 02601 Solutions oProject: sheet: Date: R90 TOWER HILL ROAD 90 Route, E 11038 1 6/25/12 sandwich, 0 oice3 BARNSTABLE, MASSACHUSETTS boa-ea3-3s50faui Design E K Drawn B RK Checked B soe e33atso taz WASTEWATER SYSTEM SCHEDULE OF ELEVATIONS BENCHMARK: TOP OF 0 20 SPIKE ELEV. = 35.90 1111 — INVERT.AT FOUNDATION 37.69 i SCALE IN FEET e SEPTIC TANK-INLET 37.59 BENCHMARK:— C) SEPTIC TANK-OUTLET 37.34 TOP OF N D-BOX-INLET 37.07 SPIKE ELEV. \ D-BOX-OUTLET 36.90 = 40.23ID BED INVERT IN 36.72 co BED INVERT END 36.50 - — — — — — BREAKOUT 37.05 — co co BOTTOM OF SYSTEM 36.00 �' — o0 ESHGW. 31:00 _ 7777 PROPOSED 2,500 \ \ 6—INCH SCH. 40 PVC. GALLON H-20 4—INCH SCH, 40 PVC. 2—COMPARTMENT ® 'L=27 , S=1 .0% (SEE NOTE 13) `` SEPTIC TANK . rt �/� (SEE NOTE 13) o o �j// o o O PROPOSED 6—OUTLET a //�� H 20 D. BOX. A \ _ \ — — — \ _ ._ ._ 10 PROPOSED 44' LONG X � .. .:.. ` ��. SEPTIC 20 WIDE LEACHFIELD 1 EXSITING t (SEE NOTE 20) 1 \ ,'��, �, 29.8'-77 co CONFIRM ELEVATION'- OF EXIST. PIPE AND ° `O ' �:,,• SLAB ELEVATION \ w PRIOR TO''�. \� ,. \ 4 TP-1 .,'+ 20.0 2 CINSTRUCTION 45, 44 0� PRO 0 _ \ i o �i 10 I � .� VEN .clY EXISTING BUILDING(TO BE INSTALL RENOVATED IN THE FALL) \ HAYBALE S a 43' TP-4 RESERVE AREA P-2 FENCE ALO 44' X 20' EDGE OF GRAVEL EXISTING GRAVEL N Title: Project: Prepared For. Design B : REVISION FIGURE . SEPTIC REPAIR g y `r' Town of Barnstable Horsley Witten Group,Inc. 0 JOSHUAS POND 800 Pitchers Way Sustainable Environmental K ' 290 TOYER HILL ROAD Hyannis,MA 02601 Solutions 0 Route 6A o Project: Sheet: Date: 11038 1 5/24/12 sandwich,MA 02563 y Design B Drawn ched B BARNSTABLE, MASSACHUSETTS 508-833.6600 voice ERK yRK FPL 508-833-3150 fax Field Report No. 1 7 page 2 OUTSTANDING ITEMS FROM PREVIOUS FIELD REPORT TO BE ADDRESSED: 4 WORK RECOMMENDED FOR ACCEPTANCE/ACTION ITEMS:: • Tank,D-box,leach field,and all associated piping. NEXT SCHEDULED FIELD REPORT: • None by HW. • Please note that the Board of Health must be not ifiedI to'witness/inspect the abandonment of,the existing , Septic system. HW will not inspect/witness this, • Please note that the Board of Health.and/or the Plumbing Inspector;may require an inspection on the building connection. will not inspect/witness this. i Signature: ' Date: �J1 Distribution: Owner: John Juros John.Juros@town:barnstable.ma.us e " Town of Barnstable Project Manager Rebecca Nickerson Rebecca.Nickerson cQi town.ba,Mstable.ma.us Town of Barnstable Building Designer Contractor: Andy Allen alallen a robdtbour.com - Robert B,.Our g, PHOTOS: - I r. 17 r ' .set P R" fir" Horsley Witten Group,Inc. 90 Route 6A;Sandwich,MA 02563 Phone:(508)8D-6600 Fax:(508)83M 150 30 Green Street Newburyport,MA 0195Q Phone;(978)4.99-0601 -Fax:(978)499-0602 { Fax:(401)437-8368 370lves'Street Providence,R!02901 Phone:(401)272-1,717 Field Report No. I page I Client..............Town...ofB...a.m......s..t.ab..l.e Project Name:.J.oshual.s..Pon..d...Se..ptic Rep 41K _D1 'Report by::___ Beth...K..it!J 1.A— Project No:........................ ...........1.103-9. Report Date: June. and.5-20.1.21 Arrival Time:,_ ____ _I.............. ......... 9 ........ . .. ...... .. .... . . Weather: Varies Departure Time: ... ............................. ........... . ............. ................. Horsley Witten Group,Inc. Personnel- - "� on site: Reference Plan: Beth Kittila-14W Septic Repair Peter-Robert Our Joshua's Pond Robert Our Crew 290 Tower Hill Road Rebecca.Nickerson-Town of Barnstable Ostervilld,MA Date:June 28,2011 Contractor(s)equipment Excavator Dump Truck SITE WORK OBSERVED: Erosion Control ❑ Drainage J Limit of ClearingXlearing El Wastewater ExcavAtion/Fill/Compaction ❑ Sidewalk Road Subbase ❑ Final Grading El 1, Gravel Base ❑ Surface Stabilization Pavement/Binder Only ❑ Monuments Water ❑ Cleanup ❑ Gas/Electr I ic/Telephone. D Other: ❑ Photos Taken:. Yes No❑ General Site Comments: • Prior to Construction,Robert Our confirmed the existing invert elevation to be 40.21. • installation of the 2,500 gallon.two-compartment septic tank,d-box,and leach field was observed. SITE WORK COMMENTS: 0 The 2,500 gallon two-compartment septic tank was installed. A leakage test was performed and passed on June 4 5. 0 The.6-6uflet d-box was installed., 0 The leach field was installed . 0 Vent pipe and all associated system pipe was installed. 0 Building connection has not been made at this time-pipe was stopped at approximately 5'from the. building r connection will be made in the Fall. HW Will not inspect this because it is inside the 10' building.envelope and-should be inspected by the Plum bing.Inspector. Estimated Percent Completer 95% Horsley Witten,Group,Inc. 90 Route 6A,Sandwich,MA 02563 Phone-.(508)833-6600 Fax:(508)833-3I50 30 Green Street Newbut)tpori,MA 01950 Phone:(978)499-0601 Fax:(978)499-060 370 Ives Street Providence,RI 02901 Phone:(401)272a1 717 Fax:(401)437-8368 Flynn, Judith From: McKean, Thomas \ Sent: Wednesday, February 01, 2017 12:08 PM w' To: Flynn,Judith Subject: Fw:Joshua's pond area -bath House Ib Please pull the file described below From: Parsons, Roger <Roger.Parsons(&town.barnstable.ma.us> Sent: Wednesday, February 1, 2017 11:54 AM To: McKean, Thomas Subject: Joshua's pond area -bath House Hi Tom—does your department have record copies of the septic system at above location ?thanks-Roger 1 0 Town of Barnstable - OFIKE r Regulatory Services ti a� Thomas F. Geiler,Director * STAB . * Public Health Division �$ 1639. MASS. Argo +a Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 6-18-2012 Sewage Permit# 2011-223 Assessor's Map/Parcel 142 /'039 Installer & Designer Certification Form Designer: Horsley Witten Group, Inc. Installer: Robert B. Our Co. , Inc. Address: 90 Route 6A Address: 24 Great Western Road Sandwich, MA 02563 Harwich, MA 02645 July 11, 2011 Robert B. Our Co. , Inc. On � was issued a permit to install a (date) (installer) 290 Tower Hill Road; Osterville septic system at based on,a design drawn by s (address) Horsley Witten Group, Inc. dated 6/28/2011 (designer) 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. Stripout (if required) was inspected and the soils were found satisfactory. X 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 s tem) but in accordance with State & Local Regulations. Plan revision or-' certified as- ilt by designer to follow. Stripout (if required) was inspected and the soils; were fo atisfac �yIN OF 1/ za FAT PIU tale ang LEE CIVIL No.42824 (D signers Signature) (Affix De amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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:\office forms\designercertification form.doc - 1 FINISH GRADE OVER TANK EL.=40.7 (MIN) SYSTEM VENT AS SHOWN ON SITE , , 4 SCH. 40 PVC OBSERVATION PORT 42.9(MAX) k >� ,. PLAN SEE TYPICAL SYSTEM VENT 1 ° " �' " INSTALLED IN ACCORDANCE WITH 31 ( Ir j ' IJ I 5/8 PERFORATIONS SPACED AT 6 DETAIL A "Ill ��,) , t4� I,'', ;w , CMR 15.240 13 ) 11 .- ( ) ; RISER AND 20 NSTALLED IN ACCORDANCE WITH FILTER FABRIC MIRAFI 140N 4 SCH. 40 PVC x '" „ �~ . .• .� CLEAN BA WATERTIGHT MANHOLE - ° °,: ,,, . , , 1 ,v•. i 310 CMR 15.251(8) OR APPROVED EQUAL DISTRIBUTION LATERAL TYP. BACKFILL . c' �, ( COVER TO FINISHED GRADE ! .$ rt j j I I - - - - - - - - - - - - - E 0 - 41 <> � � ,;y M` * I I C . 4 0 :,;:. VARIESS SI - - - - - - - - - - - - - - is - - �' ,r f. ray a _.. - - - - - - - - - - - - VARIES - - - - - - - - - - - - - - , . �°� �� ;� , _ .. ._ _._ _ _. _- , __. _, __ _ _. _ _. _ __ ,,,_ ,__ _ __ _ __<__ ,_ _- _mM SEE SITE PLAN - - - - - - - - - - I II II II II II- I II III II II I i - - c I _ - _ _ � � � � , , car _ _ _ _.._ _/_­___?11 v _ _ __ _ _ .. s _ _ __ - _ _ , . . ,,. .,µ. .,., .,,M - - - - - - - - - - - - - �, g o _ _,. ,_.... __ _ ____ _ � � � u. .,. , _ _ ._.. _., ___. :,,,. ,,. ._, .,, ,_ _,_ BAC KF1 LC - - - - - - - - - - __. .,, , _ _ M ._., _ _..." ,... ,, ___-,_,,.. - - - - - - - - - - BACKFILL ­1111 ,� _ - . I I ,.,,-, ,._ ., .,,. ri »,� e„ ,.�< M,u u„ �,< .,° ,.,, ., ... ..,. ... .:..:. ,.... < .. E �m, , � ,� ,a ... .. �. ...ram ,.�-� "a ..'. 3,. _ mm m _ _ .. - I - - - ..�. - - - - - - - - ell ��, 4< Q - - , _ _ - - - - - - - - - - - �' a, �,,_. _ _,_ __ . _ BREAKOUT vv,.�(ryy; * _,n 1 ..,_�... g 1­1✓ , ,Y „ M C ,. • • ., .4 4 ,-. . 10 q . fn � " , 4 „ 1NVE , I 11 / -- - -- - - - -- __ I I- -- - -""' - __/ s . , , " : , III ., " ,, � < , z _ _ _ _ __ y , .. ,., < B ILD„ „ O<, __.g y u IN ERT IN < x � m / d_ _ _, _ _ °° NVERT 3 1 1 2 DOUBLE WASH z ., < - _ -- � ,°�� x, _ �ED STONE _ _�H� , , _ p 6 SERVICE - - ► I . x n_ : ., . _ ._ <_ _ ,, > 9 2 DOUBLE "WASH � � , , . _ w ED STONE ,. 10. I ,. ,< ._ o x }� BOTTOM OF _ � ° q < k ,...,. .. a.... .. , ... ..... -� , �. tee,° 3<_. . _ _ UT „ > - 11 � .- { I - �r SYSTEM I I I . .. ,, 87 �� _ ,, ,,, , MINIMUM _ _ m, I TM.,,m°a.. :., -_- 3 DROP _ _ _ GAS �, , e1*51QQ,®a;© a __ - - BAFFLE ,. 5 MIN. UNDISTURBED EARTH -- - - I „. , M. m __w, _ _ 'I I'll + + „ 5 - 11 M i �: UNDISTURBED EARTH TYP. ,..� _...._:I , _ , „ < . "+ z;y. „ * w0 1: 1. v a LL �,,� I ,._.._6 OF 3/4 « j+ UNPIS URBED,EARTH 1 i irai a + • +M N T � � � I I I � I I CRUSHED STONE ',. M. < _, X".x, :.,�,. ,* .,;�-; '* �,, 0 ,,,,; ESTIMA TYPICAL FIELD SECTION llltql „ .x 0 TYPICAL DISTRIBUTION LINE PROFILE TED SEASONAL HIGH WATER EL.31.0 „y, w PROPOSED 2500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK LENGTH: 11'-0" ,'°, `', ,w*; « ', w # *.' 11 < : I'll WIDTH. 6-0 DEPTH, 8-7 BY SHOREY PRECAST CONCRETE PRODUCTS OR APPROVED , ', * ' ` +� • • *'< * ' �'' � ; ' � �, ,:. QUAL LEACHING FIELD DETAILS ra " '` 4 _ T To SCALE 2500 GALLON H-20 TWO-COMPARTMENT a o � W SEPTIC TANK PROFILE LOCUS MAP = co o i NOT TO SCALE C o . NOT TO SCALE ;; m " C C V M y y w FINISH GRADE OVER : PROTECTION NOTES d o c o d = W PROVIDE END CAP 12" MIN. DISTRIBUTION BOX- 39.90 MIN ZONING & RESOURCE" = ,, 9 o o k EXIST. CATC _ \ i I H BAS I N 1. PARCEL ID:142/039 � W k 'Q Q � 1� I I it _ `' ( ) o 0 1, _ . ,. , RIM = 20.53::/ 1. , 42.15 MAX >, �,. !! agoa; 6 LOAM &SEED TO REMAIN 9 MIN FIRST 2 LEVEL 2• OWNER OF RECORD:TOWN OF hARNSTABLE(BEACH) 4) M ` d v z � o 1, ( ) -"I 3' MAX 12 St z '`3MM a 4 SCH.40 PVC ° 3. ADDRESS: 290 TOWER HL.I_ROAD;OSTERVILLE,MA i Is O � ao eo N VENT HEADER i 1-1 C y c oo ao pi cc 4. THE LOCUS IS IN LOCATE[I IN FLOOD ZONE C(AREA OF MINIMAL FLOODING(AS SHOWN ON f.LR.M.MAP 250001 0016D) = h y 0 • i'v .1 c � LOAM AND SEED ,. ~:,, i `,'. ", 5. ZONING DISTRICT:RC;WELLHEAD PROTECTION ZONE;SALTWATER ESTUARY PROTECTION ZONE;STATE APPROVED ZONE II SYSTEM VENT MANIFOLD-4 INCH � ,, \ BACKFILL SCH. 40 PVC, MIN. f,W �� \ 11'1 ', ...... .11, WASTEWATER NOTE; DISTRIBUTION LATERAL (TYP.) %fi OO ,Q 1-1 /r ,,, ., `'� T'9/�ti0 ' e � -� 1. ELEVATION,PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON INFORMATION PROVIDED BY THE TOWN OF TYPICAL SYSTEM VENT DETAIL ,,.. �4/tic ,o . �`-�� BARNSTABLE. v :... NOT TO SCALE �L ' ,, ` y 9 2. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE `..",, F-1 ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. / EDGE OF `' `I-A WATER "`' - �`" -- -- 3. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE �`" ,� -,, SENTED ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. ,.--.n_ y , '�. ­11 6" OF /4" C MPAC RUS D STO DISPOSAL SYSTEM REPRE 3 0 TED C HE NE 11" , ,,-- ",� .--° `,°�,�,`I" I '` � 4. ANY CHANGES TO T BE APPROVED BY THE ENGINEER AND/OR HEAL STAFF.CH THIS PLAN MUST PP E E /O THE LOCAL BOARD OF HEALTH(BOH)ST � � � j*�'I �I 1 __ 11-1 I 5 ALL COOR T I HE PR R WNER D ENGINEER THE CO NSTRUCTION TYPICAL DISTRIBUTION B 0 X DETAIL PRIOR TO CONSTRUCTIONI,THE CONTRACTOR SH DINA E W TH T OPE TY O AN GINE R ON N 'p P�� � STEPS H IAL STOCK PILE AREAS. • ,,\1 �, RAI LI N G W T �" NOT TO SCALE SITE ACCESS AND MATER O • 1_ 1�111`°Ty. 6. TRENCH SAFETY SHALL B'E THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR w - ,, J O S H UAS "� TO TAKE PLACE OUTSIDE OF NORMAL HOURS O OPERATION FOR THE FACILITY.THE THE TRENCHWORK THIS WORK MAY BE REQUIRED UT RMA OUR F ,, \ PROVIDE H-20 6-OUTLET DISTRIBUTION BOX CONTRACTOR SHALL PLA14 ACCORDINGLY. M POND �P , ,. P ' � \ INSTALLED ON LEVEL. STABLE BASE. Q' � \ 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN O �� « �0, \ INSTALL FIRST TWO FEET \ ENGINEE R. ,p .OF OUTLET PIPES LEVEL ,/I B CME S C0 PRODUCTS S R AL 00 .F�y/ 9i(, \ Y A HOREY PRECAST CONCRETE PRO T O , EQUAL 8. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM OR CHANGES TO EFFLUENT FLOW,GRADING,OR 1 - M \ � • LANDSCAPING,EITHER ON-SITE OR ADJACENT TO THE SITE, AY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND LEACHING �// \ M \, 7 \ AN G E - E ,vl W O ,, f - / o,, m,: " O,p •SYSTEM(S). EXIST. CATCHBASIN �A � y DESIGN CRITERIA „ �,' r,. 11V _. . ` 9. CALL DIGSAFE AT LEA,..,?,HOURS PRIOR TO COMMENCING CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES R�1 34.5Z _._. .. _ _ " 11 - a 1�, _.. _.-.. I I '° ` USE PUBLIC PARK TO FIELD VERIFY LOCATIi ,`LS OF EXIST:NG UMLITIES. 3 ' (TG REMAIN) \ l _ \ k, ' � � ,` w \ , TOLIET WASTE ONLY .0 _ � � �. 1 10. THIS -SITE WASTEWATER EWATERTREATMENT S M Q. _.. `�e b a \. ON ON ,� - SYSTEM SNOT DESIGNED FOR USE WITH A GARBAGE GRINDER. DESIGN FLOW 5 GPD/PERS � P4 �, - o EXIST: CATCHBASIN O _ r RIM = 34.57 GARB L 11. THE O ER SHAL_ S T A PUMP THE SEPTIC TANK ONCE EVE EA 0 NUMBER OF PEOPLE 100 PEOP E WN � IN PEC ND RY 2 Y RS '` � A DISPOSAL NO ` 't,, . r, � (TO REMAIN) � ' " 1 . PROVIDE WATERTIGHT SEALS BY USE OF NON SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE i FLOW 500 GPD ._ v STRUCTURES. Rf1, I < �u� , 2 URE -1 !1 _11- \ \I-, " 11 � " `` "\, \ SEPTIC TANK 13. USE SCH.40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED , : O > T - FIRM BASE. - 11 WO COMPARTMENT SEPTIC TANK REQUIRED U) F ,U I � __ 1,, .:__ ti 200% DESIGN FLOW/10 DESIGN F 0 500 L. 14. L STONE TO BE DOUBLE-WASHED AND FREE DIRT, US AND ES. +r G� � � � \� �-` .� , t`, '�.l�� � 0% LOW' 1 0 0/ GA AL SHED A EE OF T DUST,A FIN L - CL N O i \ WASTEWATER SYSTEM SCHEDULE OF USE 2,500 GALLON TWO-COMPARTMENT SEPTIC TANK 15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPERATIONS AND MAINTENANCE INFORMATION FOR THE SEPTIC SYSTEM TO THE o � ,gyp ,,,, ", ° / rd` ENGINEER,IF NECESSARY. 1, ELEVA TfQtItS C ` , \. LEACHING SYSTEM DESIGN CRITERIA 16. THE CONTRACTOR SHALL PROVIDE A DEWATERING PROTOCOL PRIOR TO CONSTRUCTION IF GROUNDWATER IS ANTICIPATED DURING / 1 3 CONSTRUCTION. O \ !NVERT AT FOUNDATION • 39.06 ! U � '�� SOIL ABSORPTION SYSTEM 17. AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR SEPTIC TANK-INLET 38 86 03 i. ti ` 15.255(3). ANY AREAS THAT ARE FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED TO THE ENGINEER. SEPTIC TANK-OUTLET 38 61 •-� _...... C LEACHING SYSTEM USED: LEACHING FIELD 18. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WITH MAGNETIC WARNING TAPE. cn ,. . ... . _._ \ . D-BOX-INLET 38 07 = I 9 "s o Cn 2 D-BOX-OUTLET 37:90 =: DESIGN PERCOLATION RATE: 2 MIN./IN. ; o � - -'• \ �' SO/L CLASS: / 19. ALL SEPTIC TANKS SHALL BE APPLIED WITH 2 COATS OF DAMP PROOFING OR BITUMINOUS MATERIAL. z ,� BENCHMARK; TOP OF , ,,,, W o I h ' BED INVERT IN 37.7 i( � o `*� � o -p be S = _ v '` BED INVERT END :, (I �¢ Le.L � LONG TERMACCEPTANCE RATE (LIAR): 0.74 GPD/S.F. 20. ALL EXISTING SEPTIC COMPONENTS SHALL BE ABANDONED IN PLACE IN ACCORDANCE WITH TITLE 5,310 CMR 15.354(3). -0 � o CU n TOTAL AREA REQUIRED- TITLE 5: 676 S.F. 2 ` -w "/ y� PIKE ELEV. 35.90 p0 1� BREAKOUT 38 1 ,,' a a o - C / .. _ WASTEWATER INSTALLATION INSPECTION NOTES E-+ S x'' a w --' BOTTOM OF SYSTEM ,. ,�44-_... BENCHMARK: TOP OF _._ __- TOTAL AREA PROPOSED n CU f- -' , O� ,,, ESHGW 1 00', 1. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE NOTICE TO THE ENGINEER,DEP AND LOCAL BOARD OF HEALTH FOR m -w.._ Q SPIKE ELEV. = 40.23 ANY INSPECTION. J� P / ,ob A(bottom): 44'x 20'` 880 S.F. % M 70D �G Q '``, % _: 1 TOTAL AREA: 880 S.F. 2. ALL WASTEWATER SYSTEMS,INCLUDING THE LEACHING SYSTEM,SHALL BE INSPECTED BY THE ENGINEER,DEP,OR THE LOCAL BOH r.,, O �\ gZ % REPRESENTATIVE PRIOR T3 BACKFILLING. AT A MINIMUM THE FOLLOWING ITEMS SHALL BE INSPECTED: . "11 Q � _. - 0 � , "IllTOTAL FLOW 51 GPD 2.1. EXCAVATION OF LEAC!IING FIELD PRIOR TO PLACING SYSTEM STONE/COMPONETS / 210 100 \", N � f % USE 1 -44'L X 20'W LEACHING FIELD 2.2. LEACHING FIELD COMPLETE INSTALLATION PRIOR TO BACKFILL r 0�"'��►. "'F�7_ 10 o ," ` ''. 2.3. ALL SYSTEM COMPONE-NTS BASE AND INSTALLATION PRIOR TO BACKFILL 100 BZ 100 6-INCH SCH. 40 PVC. PROPOSED 2,500 + 2.4. START UP TEST OF SYSTEM WITH ALL COMPONENTS INSTALLED AND FUNCTIONING AS DESIGNED O L=10', S=2.O� GALLON H-20 4t 2.5. FINAL INSPECTION OF;3ACKFILLED SYSTEM C s cn �:.-. ...., (SEE NOTE 13) 2-COMPARTMENT ��� o,,. , Y *'' r v� - S EP I C TAN K / ' \ \ , + 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT DRAWINGS AND NOTES INDICATING THE HORIZONTAL AND VERTICAL 4-INCH SCH, 40 PVC. , 1 _ _ y LOCATION WITH TWO TIES OF ALL SYSTEM COMPONENTS INSTALLED. THESE AS BUILT DRAWINGS AND NOTES WILL BE UTILIZED BY THE ENGINEER \/ L w 'LL -52 S-2 0� : N R PREPARATION OF - S. o, l FOR THE PREPARA RECORD PLAN 0- -� o �,(SEE NOTE 13) i� o a? fly, " PROPOSED 6-OUTLET \ I -'' �// o H-20 D. BOX I .I, �, � ' or ., ,\ 10 JOSHUAS w Y _.. o__ PROPOSED 44 LONG X \ o - \ 1 I_ 1w - \// .. ...- . 20' WIDE LEACHFIELD N'': y-+ �� S �- P O N D TEST PIT DATA o o o >+ .. \_... -r--- .. 1. .' �t 1' 4.4 EXSITING_SEPTIC M , :; , ;: ,, O a o '( E� -.- SOIL L ERSO W IN/I �.... , RATE: 1 2 M N •� .`�� aj h BOH ECTOR SEE NOTE 20 ,;�, ., q. e ;, 3 •fl w = .. ( ) �,, 29.8 .,,,,. < / ale. k PUDAOTE: D5-AIHEND _ __ -.- e e �> k p 11 DEPTH OFrPERC: 58" Z N o ,LL -_ ti NTON R.S.S ' ,., A PERC A 13256 TEXTURAL CLASS: 1 E" \ _ .__ �a` TP- cn a APPROX. LOCATION.- - __ , � , . 4 \ f `' w . r � � N ° ""' w� .0 W TP 1 TP 2 TP-3 Tp CV EXIST. WATER SERVICE -...- `..,: . _Y.l w <.<„a ;k. ,> , •� �- ti O, -4 Registration II - o _... 1;1, M i s/ 0.0 41.0 0-0 ' 41.0 � O ,.\, (� N \ 0.0 40.8 0.0 40.2 A , \ O A O A O P��HOFMgs IV '0 \ 0.2 c 07 , 6 .: % \ MED. SAND �---- W -�- W 44.0 `� A MED.SAND MED.SAND A MED.SAND �N +-d 15 PROPOSED \4 k 1oYR5/1 FATPIU !✓ i e' 0.3 40.6 0.5 10 YR 511 40.5 0.8 10 YR 5/1 39.5 0.8 ' 10 YR 5/1 40.3 0 -' .� EXISTING.,,,, ,,.. 0 10 VENT % , B LEE w o. BUILDING B c VIL INSTALL e B No,lazaza o..., 6' % MED.SAND MED.SAND MED SAND 10 YR 5/6 MED. SAND sis HAYBALE SILT N.°, 2.0 , 10 YR 516 3S o P-2 $ 10YR516 0� TP 4 FENCE ALONG ` 8 10 YR 5/6 2.3 37.9 • � -- r/ RESERVE AREA o \ ��4 `, .. I C 2.5 ' 38.5 C 2.5 ' 38.5 sroNaLE11 00 a. ` 44 X 20 � EDGE OF w C C O6-P N GRAVEL '�d , \ ill,, EXISTING " , A ��/k O ° k , ``° ', -�� / GRAVEL <A ` 11 MED. SAND MED.SAND MED.SAND Project Number: Sheet +.� % % % '. k q p ti!. -- � , 10 YR 7/4. 10 YR 7/4 N A/ 6 AREAS 10 YR 714 VERRIGATED MED.SAND /-� .., µ /.p PERC @ 58" PERC @ 58" 110e38 1 Of 1 -0 �� 2 M 2 10 YR 7/4 GRAPHIC SCALE < IN/INCH COLORS < MIN/INCH @ T(EL.33.2) O A �\ 20 0 10 20 40 80 ' t \ I 11 . 1 8 1 0 10 0 10 0 Sheet Number. , 0. 30. 0.0 31. 30.2 31.0 S • \ I, I % � i \ i NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED C 1 (73 N NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED 1 INCH = 20 FEET