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HomeMy WebLinkAbout0770 CEDAR STREET - Health j770,Cedars Street T West Barnst able A_ =109-002. I !i I i I i I I �,. C �� c - 133 CONTRACT Customer Name__ -:A_ SKETCH Contract ATTACHMENT Customer Phone..,,_..__('Vf-_)'?7(p ts ._._. Contract Price e 7 6 a 10 I. x 12 14 ,F d „ ,R tx 70 21 77 a7 x, 75� 26 ;�7E 78 YO a, 91 3116 al JI N as ,a ,a .. ,t 46 )� 48 40 50 $1 02 83 !. x SA 6a bb 4e w f V I l 4 I �. { ,,. •.._..... t _ {_. _...1-v.__�._._ .....�..__ ...,..,..._�, t ti I ., r f. a f •I ! s -�_,..,.f...— _.�... _f_. ' .-_._I_.. _.�.,._ r• �. "(... ...�_ I 1 �.... ' f ......j...._ I .I 4 I ._�_..._,_...... I I . . � .�._.._.f�..d„1_. .....r_,-.�-•__._....t_....�..�-..__• ___� 1 "�f '_GL.er �N. ..�.� -! ..,t.......� �y 1 _S,r'� .._.�.,.,. � '..... • II _ lit — g J­L a 9 ) T —q_ .�A ..+._.t a ...,. I / N...—•r f 1' a1Y` r'' r I_... y 1 9 r` ` _.� ' y r i t !F d 1 zn. .. . .. i. .t.-.r._ i. .....,.«. ,r...«.... �... .,.. °, 1 I I I a A( as ... f w......t 4 ,, _ 1 I 1 _fir _ _ , f... ... t •�. all 40 a, NOT��.a'rY!� %/,��� / Each box equals one toot unless otherwise noted.This sketch Is a good lallh ' representation of the work to bit done, it Is understood that all dimensions derived from this sketch are approximate,and that all locations of outlets,light fixtures,plugs,jacks and/or switches are subject to change if necessary. t l - 1 / f Y Y 4 I i �. — J'-a•cZF' I I L1�—ea t.Mi — 1 ".6I - _ 1 H of Z'v ri d 6' ~i Z'd v "'M,7 t i:�-o� L• IL G I 24K2-4 Z4, Z6- 24.c'x4 2L.za Z4KL4 v ✓ v. Ir 1 . , �I-3� I GI-0. � - G i,91I `I_9• � GI_�r S_3 ` l��OND �LGY>tZ �l.�N -aWalsrA�s,r-Lc. 9-5" -- . .i ... r Cf j s I i �.. - c o v a It r II i4 uv�-✓� .I �3• c I �1 •lI[.j .. I it r4 GI I o —' v r^<..--,c.,E 4^,f `-. _ ._ .r:i__ — '— •J cOi. ` ` �i C •�I CGf'C 1-61�-f' l. ^'•_ i :\. G�Ups:-:.i..�.4 ''' III III: C7:c{ac..E— a;F..r c 61 - L..-- I I I. - I za.za z.•',�z� �,.•.s /,}4rC � c^II1II ?Ll'-Or ----------------- G4'-o� -�'12�iT �LOOR 7 LAN I"IR.4 rIrCS_.GN��STof�rt �ltazvY . . . -GEcf.a 5•-f;r r 64EST-5-L2t'W TABLE. MA SC.'�LE- Vq-''= I,I� XKf�-I+OT}A ♦NwflrfD\� w.w...—� TOWN OF BARNSTABLE LOCATION Z_Z_d GeQl4r .Srr0,,0T SEWAGE # VILLAGE LU, 64,0 JS�,W, 110 ASSESSOR'S MAP & LOT 40 U0'2 INSTALLER'S NAME&PHONE NO._S a3 c,�S5e4 SEPTIC TANK CAPACITY /300 LEACHING FACILITY: (type)aP,Q-Hwh C1r1n, ®lD01L1egAi) 3.2 x !/.32 NO. OF BEDROOMS y / BUILDER OR OWNER Hl4�d-q PERMITDATE: COMPLIANCE DATE:.Sr'/3 l� 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 j' 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 fnsFgjflvv- POr> 32 r - �No. 13 Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPYication for Tigpogal *pgtem Cougtructiott Permit Application for a Permit to Construct(W Repair(1�4upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. / 7d C ed xr serer-r Own is Name,Address,and Tel.No. to, 9A;rk16,rAsb1e e-' i:S,ra vh,,r FHor y Assessor's Map/Parcel — d O2 Ae e Inst Iler's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. e -clpwjrakl M,11-r Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /C Design Flow(min.required) / �k.-, gpd Design flow provided L` 7 D 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) !�/S?l41� rg 149J� �3to0/ �uSC`' uyJiTs r,�i/ rti /Ilo Sro.0 S �ira�c�.e s H ---1 a SIT Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed QG2/ Dated_ Application Approved by 11" Date Application Disapproved by: U Date for the following reasons • Permit No. (90 Date Issued ��' ju �No. 133 Via/ mow:. Fee 1 k THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: rPUBLIC HEALTH DIVISION - TOWN O BARNSTABLE MASSACHUSETTSYes . A . r Rpplication for Oigpoal *Vmem Cowaruction vermit .. J Application for a Permit to Construct(&) Repair(1�4pgrade( ) Abandon( ) ❑Complete System ❑Individual Components 7�G Location Address or Lot No. J T�/=f=r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /o _ U O.;?- S14 Ap�-e_ Installer's Name,Address,and Tel.No. S O a" Designer's Name,Address and Tel.No. 61�I�a`JTUHSl7❑ Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures f 1 l 1 IS 1;, Design Flow(min.required) L10 god Design flow provided- d gP Plan Date Number of sheets Revision Date f r Title Size of Septic Tank Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) f,2 gr1411 1111rr /� 1'2— 15Z.7,11 0ri'/—us/=y �yl/TS w/ r� r - r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date �J ` t Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. C;?0 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (fertificate of (Compliance N. THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( � Repaired C—)- Upgraded ( ) Abandoned( )by U 5,-_1,-2 / at 7�O /__O l4Y ?y/=/-- T /�(//=5 T �j/�ll�`/S r/4Gj//=has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. g c l' 03 dated '> —/ Installer (9 S e.lJl1i r7/iVlj 5' Designer i #bedrooms Approved design flow y gpd The issuance of th"s pe it shall not be construed as a guarantee that the system w'r f c�nn as designed. Date 1 Inspector �V�,,, —* Fee 1 THE COMMONWEALTH OF MASSACHUSETTS 4 PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Oigpogal *pgtem Construction 30ermit Permission is hereby granted to Construct ( `) Repair (L ) Upgrade ( ) Abandon ( ) System located at Z Z72 0 i4'l- Sr�/_=/=7— 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 thieopffirt� C Date _ /a �' Approved by 'J Town of.Barnstable Regulatory Services Thomas F. Geiler, Director + MUMSTA13EZ + 9� IMAn Public Health Division 16 Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4641 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# Assessor's itilap\Parcel `0 Q)Z Designer: DAVf#1MNa // I�b 4 Installer: c1DS /OLi ��'��31 -5 Address: qx -6�� Address: A* 025'3? On ��" , // JDS Leh UC ,�3�r��has issued a permit to install a (date) (installer) septic System at 770 i�&Pk- ST96Er, W. � Sbased on a design drawn by I (address) dated A4Aq (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 an&or septic tank. 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. OF Mgss9� (In taller's Signature) No. 1140 RfGIsl 1 S0 T00I'� �j 1 !. (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BAR STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORIVI AND AS-BUILT CARD ARE RECEIVED BY THE BARNST ABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-04.doc Town of B -nstabie P# `1 — Department of Rekalatory Services Public Healh Division Date u 3 .6 9. tea$ 200 Main Stree4 Hyannis MA 02601 '�lfD My.'t A '• i 11 Date Scheduled b 1 Time Fee Pd. u i i oil Suitability Assess�riet for Sewage Disposal Performed By: _ l v 1�J1%, ! Witnessed By:- LOCATION & GENERAL INFORMATION Loc ation Address '?D'.7 C E,v .l Owner's Name C q--0_iSTb f jW,_ W . G kVJ J j V6( C_- Address �rj. f k"5-j-_ NIA Assessor's Map/P�rcel: 101/002 I Engineer's Name Dc r.ttvv W11 Q, NEW CONSIRU L�"I,,ION, REPAIR x � Telephone# 3c,� aq Ias Land Use Slopes;(!'.) Surface stones L� Distances from: Open Water Body �� ft Possible Wee Area=Sft Drinking Water Well ! ft Drainage Way > / ft PropertyUnc �—ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Exlsting L achplt (Note 1.) �PQ,v lnsp'Ports .may: 8...-.. 6 y, -`'•PINE t AK-_�'.. ...-...-. 829) h� T\,• `s" TWIN OAK O K 1NE PARCEL ID: 109/002 OAKS AREA=56,274f S.F. PIN log COR CO NC. STEP I 7 710 17 TBM=114.00 ' 15EPTIC TANr, `� z' .:......:...:...:...DECK..TOF=114.48 �AS Parent material(gedlOgic) <<t/` `"" "1 1 Depth to Bedrock Depth to Groundwakdr. Standing Water in Hole:' a✓ �i Weeping from Pit Face Estimated Seasonal lRigh Groundwater DtTERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: I i Depth (ibtserved standing in obs.hole: in. Depth td Sol]tnottl s: In. Depth to�weeping from side of obs.hole: in. ,©roundwnter AdJuetment Index Well# _ Reading Date Index Well levd1.'o e...�. Adj.factOr,�_ Adj.10roundwater Level— : PERCOLATION TEST Ddie �Tiffit Observation Time at 9" Hole# i c, L_ Depth of Perc � Time at G" � ......._-.--- ` I3 Start Pre-soak Time.@ (1 I Time(9"-6') End Pre-soak 1 Rate MinJInch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original:.Public e':le'Ith Division Observatioti Hole Data To Be Completed on Back-- ***If percolafiWn test is to be conducted within 100' of'wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel O 10 r� bokmy l o r OVY 0- 5 t1 tle- �`7r1. �W 1 2.S '7 &7''�ram'' 7,5-y 7/q DEEP OBSERVATION HOLE LOG Hole## Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. a' Consistency,%Gravel) 5�1,Lt 1p,n I t�j�I pa AiLl 124,d DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel DEE OBSERVATION HOLE LOG Hole# Depth from Soil Hon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ra I Flood Insurance Rate Map: Above 500 year flood boundary No- Yes Within 500 year boundary No 7 Yes Within 100 year flood boundary No 7 Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist_in all areas observed throughout the area proposed for the soil absorption system? e-s If not,what is the depth of naturally occurring pervious material? Certification I certify that on Q (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with the require tr in experti e n expe nce described in 310 CNM 15.017. Signature Date x 4 Q.\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE L',-C;A TON �//?IID &9M SEWAGE # 96 VILLAGE,- �J, � �'ZG-�k� ASSESSOR'S MAP& LOT D — oZ INSTALLER'S NAME&PHONE NO. 0 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: I! 5 9 COMPLIANCE DATE: ,. Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 gf leeching facility) Feet. Furnished by 16M1W8Wft- BOARD OF HEALTH LOCATION SEWAGE PERMIT NO. l� i9,4e,1s A,6LP 1-111 INSTALLER'S NAME BUILDER AND OWNER Ila Mato q DATE PERMIT ISSUED DATE COMPLIANCE ISSUED Draw sketch of completed system with dimensions on back �\ � ,: .,�.� ,� �;� a .. �� � �� \�� �---- .�� �� i � __ . .y ASSES ORS�dAPN 7 PARCELNt _ � M No. �'/ `- ,-,._J& "_ �« FEE Old THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS VVItirattun for Disposal Sgotem (ganotrurtion Ile rutit Application is hereby made for a Permit to Construct(<r Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Own is Name Addre and Tel.N 7a C -D, ,�. ems. c4bal�h Installer' Name,Address,an Tel Designer's Name,Address and Tel. l� �"'01 �Qf� Type of Building: Dwelling No. of Bedrooms Garbage Grinder(1116 Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated/daily flow gallons. Plan Date 2 Z� - Number of sheets r Revision Date Title Pf�n f�zSG� f'��7`! c.. -j F�2 �'0�s rz'-mot Description of Soil Nature of Repairs or Alterations(Answer when applicable) r. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provis' ns of Title 5 of the Environmental Code and not to place the system in operation until a .Certificate of Compliance has t sued by this Boa d of Heal Signed Date (,w Application Approved Date Application Disapproved for the following reasons Permit No. !' 2 Date Issued �� �...._.�-y11�� •, * .-..�•. - ',� ��__+,+ .,�•��y��.+r��... r as ..d ,'••.�,:�..,�,-t.. •- - :a ..{. . No. �' , FEE , 'THE COMMONWEALTH OF MASSACHUSETTS r MASSACHUSETTS `° (4plira#ton for Pieiy , at $#e `C�ores#rixr#ton exzttt# Application is hereby made for a Permit to Construct (L<or Repair( ) an On-site-Sewage Disposal System at: Location Address or Lot No. Owner's Name Addre and Tel.No. 07�0 C.cs�P4,, ,}�" � /�i2/!).S. �l`� 'PA/�0��Q/�/t • o'j P7 r /� pax �1/s � 9L 21 Installer' Name,Address,an Tel. Designer's Name,Address and Tel. , 3� 35zZ •Type of Building: C 4 Dwelling No. of Bedrooms / Garbage Grinder(11-44, Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other(Fixtures (/ Design Flow `T �&o - gallons per day. Calculated daily flow /` y gallons) Plan Date 2�Z // Number of sheets ( Revision Date 20� �r ,1'a-�P7'� c. /�,J oiL G C �'us rV•_7 �U�Oc2sN C_ Title � \\ � , Description of Soil Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal ► system in accordance with the provis' ns of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has i sued by this Boa vd of Heal r Signed Date Application Approved Date Application Disapproved for the following'reasons Permit No. m�^' - Date Issued - '" THE COMMONWEALTH OF MASSACHUSETTS MASSACHUSETTS Cer#ifira e. of Gutpiittnre THIS IS TO CERTI Y that the O site Sewage Disposal System in ( or epa' d/replaced ).on by ;0 ' for at �/ as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - -*20' dated Use of this system is conditioned on compliance with the provisions set forth below: The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This Certificate expires on DATE '� `1/ Inspect THE COMMONWEALTH OF MASSACHUSETTS No. , MASSACHUSETTS FEE �is osttX cgs#Em Cfons#rnr#ion jhrmi# 04, Permission is hereby granted to 6 to construct(bl or repair( ) an On-site Sewage System located at �— 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 All constructio i.r st be completed withinpwte years of the-date belo DATE r Approved by C� - '"'"� FORM 1255 Rev.3/95 M.SULKIN CO.-BOSTON,MA a ..... NoHl�_�` Fee BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion-*r Veil Con5tructionA3ermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: !"-I----- o)-01-------C---ee- -51----800A ��------------------------- Location — Address Assessors Map and Parcel y-&-----------_—_ --— ----------------------------------------------------------------------------------- Owner Address 714 ----------All-c,19-e-6--WTI( ---------- `0----1-e-- -� � �- -- � Installer — Driller Address Type of Building Dwelling-------- -------------------------------- Other - Type of Building ---------------- No. of Persons-------------------------------------------------- �- I - ----- Type of Well-------------------------------------------------------------- Capacity--------------------------------------------------------- Purpose of Well !r 4= ALa -------------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private ell Protection Regulation - The undersigned further agrees not to place the well in operation until a C of a .o C liance as been issued by the Board of Health. p Signed - - --------------- tlDa - Application Approved By- - -- - - -- -- --------— - - - --------- / date/� Application Disapproved for the following reasons:-------------------------------------------------- - - --- -- -- -- --------------------------------------------------------------------------------------------------------------------------- - date Permit No. ------ Issued------------------------------------ --- —---------------------- ------------ ----- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) by----------- -- 1 — � --- ---------- -------------------------------- — - - ------—--- Installer - ' -------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --------------------------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- ---- ------- — - ---- - -- Inspector---------------------------------------------- - ------------ D CD C Fee�� -- ---- {{ BOARD OF HEALTH ! �- TOWN OF BARNSTABLE A Application-for lVell Contruct ion Permit Application is-hereby made for a permit to Construct ( ), Alter,( ), or Repair ( )an individual Well at: dell !>4--- � - ,a --� - Location — Address. Assessors Map and Parcel — 11c� — --— - --- — — —------------------ -- ------------------- --— — — — Owner Address _ { 5�A1d � e � Driller-----Ali--c.-n-_e--wejt -- Z-- ,_V Install a�----- Y- �S Y t ress Type of Building Dwelling----- -ram - Other - Type of;Building-----------------------------'------ r`..,,y No. of Persons-------------------------------------------------= t p Y-- - II --- — — — — — — - --- Type of Well----�'� ----- ;-------------- ---- -� Capacity Purpose of Well r,-�- `�'`a � r - - ---- � I; Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private ell Protection Regulation - The undersigned further agrees not to place the;well in operation until a C tif' a .o C liance ,as been issued by the Board of Health. - wr Signed - - --- - I,,3t�� �`- 3- date ' -f— Application Approved By— -------- Gate 1 Application Disapproved for the following reasons:--------'--- - ---------------------------- - ------ ---------- date Permit No. -- -- - Issued-------------------------------------------------—--------------------- --------------- - date -40 wdc.. ,r::Yre :r:...aa.y:.++ +e.«y+++rrt+. dn.:.s.war+aw..«�r....ia.M..,ww.,awm+�+ .r «„+.r '. .. WOO �,.. BOARD OF HEALTH TOWN OF BARNSTABLE `. Certifirate (Of-Compliance THIS IS TO CERTIFY, That the Individual Well Constructed( , Altered ( ), or Repaired ( ) ------ --- - --------------------- -------------------------------------------------- --------------------------------- Installer met' —r '1 has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection 4 Regulation as described in the application for Well Construction Permit No. -----------------------Dated----------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------- —-------------= - -- Inspector------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Vell (tootruct ion Permit No. Fee` -------- Permission is hereby granted--5 ,=-` ! ---4 '\------------------------------------------- - to Construct ( "A tr or R pair ( ) an Individual Well at: f -- t� L(� -— '=--- - —- ram ``—-?' ---------------------------------------------------------- No. Street r as shown on the application for a Well Construction Permit Dated I ----- y --�- -----�:�T�`-��- ------------- -- ------------ — Board of Health DATE— --- -- --- l� �i 'f Ij c. r ''1 s 4 t 4-_sue {4 N su rnka t i >`..C:S1:t>l0 Minn f- aK E rtUn,C Wr: U •//,,F art �' ''� 4 _ °t`... i 101s a y QU M 4••f-�. } �, t (Soo, ;61 �w5 C• ' w 2e l l Dye -r-e, � .� +m.t."'��1, �4s - f.,°.��.`.� `� ,....7.''r i � f 3.�f/v'f% �,r�s 2. wr�.i;., � J a 3. Tailing ai1 c - c._ „f,q• Tl -x,r��Y t Lam-da f .{�.a,�'O .�t.�-'• ':�' Y' +>7�y Z.I ..{�Y.- .. �.�i. .. v.n + ZY.f�i}� 1'3'.fi. 9 ." t.' ..t V.FS. �+'.TiII�'6 t-� ^ , r •' . .# f'�T ,nl�.l �.��. :Jl � , {Ann?. 1�1 • �2.�t t7'nn '. . �,4'�.�)C)I.+^�4£0+�Z �.a>.�: 14�9 q a [.r_'�ti.tJ k ._i• c.. ., .:-� . Lfl t 1kgf 7Y35''�`�f•i G�.S4 & y!„''�j�,"}� '�t .{_. 'I, . k - [j lKi. " , y' y. + s ` sWF t• �}� I Ej 4M sw �'=L.' �✓ 1..�M Z.CI},+�_: t "i : 4 IJ"«.` J :.rov, t t�Lam.�.�3�,.�.+..�L"s,.:`�P� G%Ri,s' vhkgme In,z-one SR - i ��� pJ•r j y 11 r met. sfi''1 'y' 11 t�1� i O i. ,�:F .�' ��M.'? )' Z",yY`�41 s�....L�ti4�.p,.+F..� C�:. a $.r YE'•S'sa •^y - aJ� . f a {1 V14lJ k✓tiEijfO ,iit'Z " y F [�'iti,1.� � /,., � I�..rY.1 L.,r T��'+,YY,..wrwF'k'_t..[2w1 1. .OT}:T��.J P r i myA0 .,++-:i.+'+*x..� •mod r,�Ye..�/t. lie } "��� Ash*.��h �i...✓mj .yaw, P pyy" TI l�•- -+/ anzene II H C1,104 16b,ut: u-�ena=" - q fir, . - J� Y+-+ BARNSTABLE COUNTY HEALTH AND E SUPERIOR qougT HOUSE { 1 �f { 1 ' 11 t BA P S�� i�E,ty k ,S ..'it'S 1�s s 0 63fi �, '. 1 Y 6 S'. �" 6 c 1! LAI ALL CAPE 'WEL*Lr, BREWSTER MA Type of' supply- W611 VON R 1 s� L,E=i ` :C 3 m CAM 11�1t r"t' Date bf Collection: sU�'�?1 '. STABLE ,E ,s gate �f .P alysio 3 2 PE iO rMt o`M g _ tt [ SAMPLE ,uJilt M y 8V nn < o.1. Lk;s' ROOM P NOTE: TO PREVENT BREAKOUT, THE PROPOSED ' NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:103.69 FOR 'A DISTANCE OF 15' AROUND THE " PERIMETER OF THE S.A.S. , SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=114.48 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER ��� Of SS F.G. EL.=1�3 5Lf AND SET TO F.G. E'L.01131N01H GRADE SET TO F.6.OELGR09 50t ADE ONE CHAMBER (MIN.)FGAEL:ND SET 09 0(MAX.) F F.G. ��Q. Mq 9G D V41E R r 9" MIN COVER/ VENT No. 1140 L - 17'f '' 36" MAX COVER L 45' L 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) C/�E O S=1.% (MIN.) EL. = 111.88 ® S=1% (MIN.) ® S-1% (MIN.) 4"scH40 PVC 4"SCH40 PVC 4"SCH40 PVC NITAR�P� 10" � (1? is 11.2" TO IN VER T I NV.=1 10.93 48'LIQUID INV.=110.68 I�vFt GAS BAFFLE PROPOSED INV.=104.80 4 ROWS OF 5 UNITS AT (820) D-BOX 6.25'/UNIT + 0.75' WEDGE 2.0'/ROW INV.=105. � INV.= 103.30 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 1,500 GALLON SEPTIC TANK RESTORE VEGETATIVE COVER PROPOSED SEWER OUTLET BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=103.69 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 103.30 GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.= 102.36 SIX INCH CRUSHED STONE BASE, AS SPECIFIED EXISTING SUITABLE IN 310 CMR 15.221(2) 2.83' MATERIAL 3) REPLACE EXISTING 1,500 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH = 4 x 2.83' = 11.32 I 76" - TANK WITH 1500 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. IF FAILED, DAMAGED, OR UNDERSIZED. (5.46 PROVIDED) USE 4 ROWS OF 5 ' 16"-HIGH CAPACITY PROFILE ADJ. GROUNDWATER EL.=96.90 - ADS BIODIFFUSER UNITS-NO STONE 4) INSTALL INLET & OUTLET TEES _ W/CONTOURED WEDGE AND GAS BAFFLE AS REQUIRED 5) PLACE SANITARY TEE IN D-BOX. SEPTIC SYSTEM PROFILE TYPICAL SECTION 16" N.T.S. N.T.S. 11.2" DESIGN CRITERIA S011- LOG P#: 13249 2r N -1 NUMBER OF BEDROOMS: 4 EXISTING BEDROOM - NO INCREASE IN FLOW PROPOSED DATE: APRIL 20, 2011 �-34" � SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SECTION END CAP DAILY FLOW: 440 G.P.D. DESIGN FLOW: 440 G.P.D. WITNESS: DAVID STANTON, BARNSTABLE BOH GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) Elev. TP-1 Depth Elev. TP-2 Depth 16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT PROPOSED SEPTIC TANK: 440gpd x 200% = 880 gpd (USE EXIST. 1,50OG CAPACITY) t08.90 0" + 108.95 0" FILL FILL MODEL 16" HICAP LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 108.07 A 10" 107.95 12" LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT LOAMY SAND '� LOAMY SAND DISTRIBUTION BOX: D13-5 (5 OUTLETS (MINIMUM)) 107 74 10YR 4/2 14„ B SANDY LOAM 10YR a/z EFFECTIVE LENGTH 75 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY PRIMARY S.A.S. SANDY LOAM SIDE WALL HEIGHT 11.2"" 107.45 18" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. B 106.40 10YR 5/8 30" 106.45 IOYR 5/8 30" OVERALL HEIGHT 16" USE 4 ROWS OF 5- 16" ADS BIODIFFUSER H-20 UNITS-NO STONE CI SANDY LOAM CI SANDY LOAM 4640 7RUEMAN BLVD AND EXTENDED WITH 0.75' W/ CONTOURED WEDGE 10YR 6/6 10YR 6/6 OVERALL WIDTH 34' 104.48 53" 104.45 54" HILLIARD, OHIO 4JO26 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) C2LoAMY SAND C2LoAMY SAND 13.6 CIF 20 UNITS x 6.25 LF x 4.73 SF/LF = 591.25 SF 103.32 C3 2.SY 7/2 67" 103.45 C3 2.5Y 7/2 66" CAPACITY (101.7 GAL) ADVANCED DRaNAGE SYSTEMS, INC. (WEDGES) 5 UNITS x 0.75 LF x 4.73 SF/LF = 17.74 SF PERC O 101.751MEDIUM SAND N MEDIUM SAND PROPOSED SEPTIC SYSTEM SITE PLAN TOTAL- AREA = 608.99 SF 2.5Y 7/4 2.5Y 7/4 DESIGN FLOW PROVIDED: 0.74GPD/SF(608.99SF) = 450.65 GPD > 440 GPD req'd 96.90 1441, 96.95 144" 7_70 CEDAR STREET, W. BARNSTABLE, MA t PERC RATE <2 MIN/IN. ("C1' HORIZON) Prepared for: Hardy NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. AfaaDoural SUrvey NTS D.M.M. • I, Darren M. Meyer, R.S., CSE• hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 POBOX981 (508) 419-1086 to conduct soil evaluations and that the above analysis has been performed by me consistent with the DATE: CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. EASTSANDWICH,MA02537 508-362-2922 05/03/1 1 D.M.M. 2 of 2 , 1) ALL ABUTTING WELLS MORE THAN 150' AWAY ;% WEST BARNSW_' E 2) APPROXIMATE SEPTIC LOCATIONSS,• �C,'?%�� .� P PARCEL ID: ��P� CROCKER ROAD ' 110/025-014 ' LOCUS FAQ TF ST 10 M Existing Leachpit '9 \ ' (Note 10) ° co PARCEL ID: 109/001-002 S I"q insp Rorts v�0 LOCUS MAP '' 07 8 ,! ven �` ;' OA1Fr� 16 LOCUS INFORMATION %` �'` .ram PINE OAK--/ •- PLAN REF: 462/32, 489/51, 462/35 & 405998 SH.4 TITLE REF: 10117/252 TIN PARCEL ID: MAP 109 PAR. 002 % 2 _ T -114' OAK (�b FLOOD ZONE: "C" PARCEL ID: COMMUNITY PANEL: 250001-0015-C DATED:08/19/85 OAKS -� 109/002 \ AREA=56,274t S.F. SEPTIC SYSTEM Q' PINE .709, REPAIR PLAN COR CONC. STEP j;` � �`- >>0 LOCATED AT:. TBM=114.00 �'� '. 7 77 17 ' 770 CEDAR STREET i -- 5EIPTICITANK ,�o WEST BARNSTABLE, MA. PREPARED FOR ..., D Iry •�� "'�""--"' DE "' P09/003 CHRISTOPHER & DONNA KID .. ,. , HARDY #770 MAY 3, 2011 TOF=114.48 GENERAL NOTES: A S 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL y , 80ARD OF HEALTH AND THE DESIGN ENGINEER. OF 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE. TITLE V, AND ANY APPLICABLE ' LOCAL RULES AND REGULATIONS. EXCEPT AS REQUESTED BELOW: O� — 310 CMR 15.405 (1) (e): i DA N 1) A 2.31 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE �, 5Q 5.31 FT (MAX) BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) No. 1140 cn , ' Q 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR WELL , TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE i p, �Q DESIGN ENGINEER. �C NST 4. ANYFROM CONDITIONS SHENCOUNTERED WN HER ROE NDSDH DURING REPORTED TO THE DESIGN �4N1 TAR�p� II ENGINEER BEFORE CONSTRUCTION CONTINUES. I 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF i THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 3 I 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. S.ALL DISTURBED URING CONSTRUCTION BE A AGREEDUPON BETWEEN OWNER oO NRESTORED. D A R R E N M . MEYER, R.S. 9. IT SHALT. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �/ i THE LOCATION OF All UNDERGROUND UTILITIES, PRIOR TO BEGINNING P. 0. B 0 X 981 S 50.0()�11 41"E I - CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED AND FILLED W/ CLEAN MED. SAND 0 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION EAST SANDWICH, M A. 02537 I 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY S85'05'49"E AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 155.98 G� 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING I14. ALL PIPE TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. OTHERWISE) (5 0 8)3 6 2- 2 9 2 2 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A E D AR STREET S6SBAGE GRINDER 29 3 6 ' 16. NO WETLANDS WWITHIN 11000 FT. OF PROPOSED LEACHING ��, 17. LEACHING TO BE H2O LOADING W/ VENTING. SHEET 1 OF 2 J 1325 SOIL TEST TOP OF FOUNDATION ?0 F7. MINIMUM FROM CELLAR DATE OF SOIL TEST ELEV. " - I 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY 10 FT. MINIMUM CLEAN SAND WITNESSED BY CONCRETE COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV­ OBSERVATION HOLE 2 4* SCHEDULE 40 PVC PIPE PERCOLATION RATE MIN./INCH AT INCHES 7- MIN. PITCH 1/8' PER FT. 2 LAYER OF DEPTH HORIZ MOTT. 1 OTHER 1/8" TO 1/2' TEXTURE COLOR MOTT. OTHER DEPTH I TURE COLOR STONE VENT 4' CAST IRON PIPE M" y NOT REQUIRED 0-to 0 0Ae4-,,4^�T (OR EQUAL) MINIMUM 1 CU. F I'. OF 5�q_�'j-,Y PITCH 1/4- PER FT. CONCRETE A 0 ANCHOR r3t t FLOW LINE ch lk� to ;0 s ELEV. 10* C:3 =3 ED M =3 JMIN. I g-LLI '\ V. Clc3 M C:3 CD �7 �7 LEVEL ELE'v- = - -12' �� / 120 ELEV. ELEV. -j6- skimp ELEV. DISTRIBUTION <; 7-�) $7�m ELEV. BOX 7. (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED z TRENCH FORMAI)ON IF MORE THAN ONE OUTLET 1500 GALLON WELL 4 WATER ENCOUNTERED AT ELEV, WATER ENCOUNTERED AT ELEV_ SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE 3/4- TO 1 1/2' SYSTEM (SAS) INDEX WASHED STONE ADJUST LEGEND: DES!GN �'_,ALr—'ULATIONS NUMBER OF BEDROOMS 1111 01 TEST HOLE OR USGS PROBABLE WATER TABL,_ ELEV- = EXISTING SPOT ELEVATION 00,0 GARBAGE DISPOSAL UNIT SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ELEV. = EXISTING CONTOUR ----00---- r. NOT TO SCALE FINAL SPOT ELEVATION FW-�Oi TOTAL ESTIMATED FLOW B GAL/BR./DAY X - j — FINAL CONTOUR (-L- R. GAL/D A Y REQUIRED SEPT] GAL TANK CAPACITY SOIL TEST LOCATION jI1IUTy POLE ACTUAL SIZE OF SEPTIC TANK GAL. TOWN WATER —W SOIL CLASSIFICATION < CATCH BASIN DESIGN PERCOLA-11ON RATE GAS LINE EFFLUENT LOADING RATE 0-7 ' GAL_/`DAY/S_fF LEACHING AREA _r? SO. F7. _k1_/DAY LEACHING CAPACITY (AREA X RATE) RESERVE LEACHING CAPACITY GAL./DAY Y, NOTE­S�. TO D.E.P. i, ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM ilTU 5 AND THE TOWN OF' RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE, 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINIS HELDGRADE. 3. ALI- COMPONENTS OF THE SANITARY SYSTEM. SHALL BE CAPABLE Of, WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT, OF DRIVES OP. PARKING AREAS. H­20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMNA11ON i4AS BEEN MADE AS TO COMPLIANCE *1T)j 'A*T T()i TAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6 UTILITIES,SHOWN ARE APPRO)CMA-Z' ONL'r7, EXCAVATION CONTRACTOR 7 IS TO CALL *DIG-SAFE' A- 1-800-322-4844 AT LEAST 72 HOURS WORK ON SITE. PRIOR TO COMMENCING ELEVATIONS AS WELL AS CONTRACTOR IS TO VERIFY GRADES AND El EVA SITE CONDMONS PRIOR TO COMMENCING WORK ON SITE. 4'. & PARCEL, IS IN FLOOD ZONE AS PARCEL 9. !LOT 15 SHOWN ON ASSESSORS MAP T HEALTH APPROVED: BOARD 01� L-3 r. 00, v DATE AGENT 'N PROPOSED SEPTIC DESIGN F OR PROJECT ILOCAT 11ON N S WEETSER ENGINEERliVG -7o f00 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 SOUTH DENNIS, MASS. i398-3922 02660 SCALE DATE A'j 44A 71 A REVISED JOB NO, i SHEET OF LOCATION MAP c C W Y. SCALE�A 01995 SWEETSER ENGINEERING C-1 SOIL, TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR }; 10 FT MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST v ELEV. _ `° �� 10 FT, MINIMUM -_ CLEAN SAND WITNESSED SOIL TEST BY DONE BY j % CONCRETE COVER, jLOAM �� C: SEED -r - 4' SCHEDULE 40 PVC PIPE ! 085ERVA �!C?N MQL _ 1 �LEV , -w_� OBSERVATION Nat_E MIN. PITCH 1/8" PER FT. Y LAYER OF PERCOLATION RATE ... ` MIN./INCH AT _:' INCHES `Z 1/8" TO 1/2" DEPTH HORIZ TEXTURE COLOR r MOTT. OTHER DEPTH ROI't!Z, TEXTURE COLOR MOTT. OTHE}� t \WASHED STONE - # t VENT /� C O�t -�►AS � PEE NOT REQUIR~L `" .. {OR E>+1iJ111..} MINIMUM , PCTCH 1/4` PER FT y i1 - 1 ; ; OF t , { { T iAE ANCHOR OW UNE ra i s ELEi' _ , m 7 I 11RF'f t �. r � 4 � � � � 4 � # 'f i .. h p{i' • rr ELEV,i` e� I .1C 7 ,fit y ..,...... _ .._w ...-.d...... ..........,.- 1 aJ X f iJ' .- i V ._.. .. >.-._...,. _...-..,.....,..... . ; ! , _ 1 B � ` BOX 7, TC? BEEONON7Jrl-S PLACED BASE", 70 BE WA�F{ TES'p�cN I* MORE THAN ONE OU",.c`M � # �_� FO�tMA'flON � T 00 GALI Oil St T C TAN (TO BE PLACED �t 7RM BASE; t` JO�I ��JO�� rjt�N J WELL-��# ` ' 'WATER ENCOUNTERED A ELEV. = WATER ENCOUNTERED A ELEV. I 3/4" TO 1 1/ "-=' SYSTEM ��A S) INDEX WA514ED STONE 1 ADJUST ! LEGEND- DESIGN CALCIULATIONS I SEWAGE DISPOSAL SYSTEM PROF LE BOTTOAA OF TES+ LE OR USGS PROBABLE WATER �LE EELEV.LEV. _ �� � EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS � --r -- i EXISTING CONTOUR -- --00-- GARBAGE DISPOSAL UNIT I NOT TO SCALE FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR-. _.__ ( /"-' GAL/BR./)AY X BR.) GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY ` GAL UTILITY POLE -0-- ACTUAL SIZE OF SEPTIC TANK GAL 0 TOWN WATER —=W SOIL CLASSIMATION 1 � WATCH BASIN ■ DESIGN PERCOLATION RATE < , MIN. I/N. I,1 GAS LINE —_..______ ._ ___ EFFLUENT LOADING RATE % r' ° GAL/DAY/SF. LEACHING AREA 3`14 7 SQ. FT t I 1t �, LEACHING CAPACITY (AREA X RATE) = GAL/DAY I RESERVE LEACHING CAPACITY f=. GAL/DAY '- 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P- a-- TITLE 5 AND THE TOWN OF r' -, RULES AND w REGULATIONS FOR THE SUBSURFACE DISPOSAL. OF SEWAGE. 1. ALL COVERS TO SANITARY UNITS SHALL. HE BROUGHT TO i p t�,; ` WITHIN 6' OF FINISHED GRADE. v 3, ALL COMFONENTS OF THE SANITARY SYSTEM SHALL k WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDI_IK ` y _ ,0 FT OF DRIVES OR PARKING AREAS. H-20 LOAD,., t, USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKS .;+ 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALT { BE MORTARED IN PLACE. yn 5. NO DETERMI► ALION HAS BEEN MADE AS 10 ;QMPG3A, CE WITH ~-�• "_, .,� D -A" z •.N RE C+:.tILAI►OHS, OWNER s APPLICAN7 75 TO I " g GBiAIN SUCH DETERMINATION FROM APPROPRIATE :AUTHORITY. 6. UTILITIES '�I-I:VYA ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1 f} IS TO CAL, ';)IG-SAFE'" AT 1--WO-322-4844 AT LEAST 72 HOURS a PRIOR TO COMWEN ING WORK ON SITE. 7 TOR IS TO VERIFY GRADES AND ELEVATIONS A' WELL AS t�„`t1hI�A�`I+,�!'e S PRIOR TO CAMMENCINC� YVOF?� SITE A r i 1 t" 4 , > r r - r` f I , 6 r s APPROVED: BOARD OF ALIH r r } DATE AGENT i . t V r--- ---� r P RQ P Q S ED SEPTIC DESIGN �,. r OR e v S PROJECT LOCATION 4 y. . xf S` ENGINEERING � K�'E1'SER 2 AD ';F GREAT WESTERN ROAD { � R /gyp '. 0_ BOX 713 I f I _ -A S08 I ! 398--3922 SOUTH DENNIS, MASS. 02660 I f f t ✓" A c SCALE _ DATE I n ci i RE D I i �OCATION MAP JOB No. SHEET OF ,' k t — — .� ---- 01995 SWEETSER ENGINEERING I