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HomeMy WebLinkAbout0018 CONSTANT LANE - Health /9 Ganstn� L�n � ILow No. ✓�� 'lNSTj4l.l�R— c kAN4-r_ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for -Misposal 6pstem Construction permit Application for a Permit to Construct( "Repair( ) Upgrade( ) Abandon( ) &<Omplete System ❑Individual Components Location Address or Lot No. d 4c. 114,164— Owner's Name,Address,and Tel.No. 13120ki G C /� s Assessor's Map/Parcel k-I LtO piIRC4-t 4, - � o' I, Installer's Nyw, e s,an e No Designer's Name,Address,and Tel.No. c/1t� 73 a c T � ��e ��,A� c f ,4y ac�4 Type of Building: s 8_''4-L •� r �� Z^ C,e 9,1V ® r� Dwelling No.of Bedrooms Lot SizeZ° sq.ft. Garbage Grinder( ) Other Type of Building S r o.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) j � pd Design flow provided gpd Plan Date cl, Z N Number of sheets Revision Date Title Size of Septic Tank / Type of S.A.S. C: Description of Soil 7iP.� Nature of Repairs or Alterations(Answer when applicable) ,r t, & fire If 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 Bojolth Si Date '—l�^ Application Approved by Date Application Disapproved by Date for the following reasons Permit No.� Date Issued 'jA COLS � 1 zi7;4q FeeW THE COMMONWEALTH OF MAStSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RpplicatiOn for 33isposal 6pstem-tonstrUction Permit Application for a Permit to Construct((Repair( ) Upgrade( ) Abandon( ) t omplete System El individual Components Location Address or Lot No. 1'j<C O y9.r/ � Owner's Name,Address,and Tel.No. 132 pt i4 6 0 Cc t.,iT �04` 6Y 5 Assessor's Map/Parcel `„t D �/O pRCC 1' Installers Njr ,A dre s,and TO No. UCO Designers Name,Address,and Tel.No. f/1 A /1 /h A2 Z/9fI 1y Type of Building: ir`Y-1 J`j �6�� '/ Dwelling No.of Bedrooms Lot Size � �.-$��/ sq.ft. Garbage Grinder( ) d676 Other Type of Building A u(e - 4*-teNo.of Persons Showers( ) Cafeteria( ) Other Fixtures t ��jj__���,� Design Flow(min.required) I//a i6P 9/ & &i0gpd Design/flow provided gpd Plan Date n 4• _00 N Number of sheets ( Revision Date Title �0 /!� Size of Septic Tank Type of S.A.S. Description of Soil WAa✓1 �* S�1 E� � Nature of Repairs or Alterations(Answer when applicable) t!w O n V f-t L C - n C e L- "4c mb&tj jX) lot / l,J i— � &451 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 Si a Date Application Approved by ( Date / �w Application Disapproved by Date for the following reasons Permit No.?�/ — Date Issued (g ------ ----------------------------------- -------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( /� Repaired( ) Upgraded( ) Abandoned( )by , `>* 1 _ L _ at. t e-6 f1l /_ 4.0 �`� has been constructed in accordance It C with the`�pro�i io s itle 5 d the for Disposal System Construction Permit No3 dated Installer\ Designer ,� ('�C.� 1 #bedrooms r Approved des'g�flow�` gpd The issuance of this p``er�m� it shall not be construed as a guarantee that the system wills fimchon as design�e�d. (� (� Date I ri I Inspector 4i V ---- --- Q ---- �-- ---------- --- ---- - --•------- --------- -------------- -- No. (� .. Fee*/ %" J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal 6pstrm Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade( ) -y- Abandon( ) System located at / -/ C^ �(' �- ' �C? 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:Co truction must be completed within three years of the date of this permie' Date, ,� //J /�� Approved by No. '-32B Fee / 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplication for Misposal *pstpm Construction 3pPrmit Application for a Permit to Construct(V� Repair( ) Upgrade( ) Abandon( ) [ Complete System ❑Individual Components Location Address or Lot No. 18 Constant Lane Mn%%f W a l t Tel.No. p-TGf!r M/'4 Assessor's Map/Parcel Map 40,Parcel 66 32 Buttermilk Lane,Branford,CT 06405 Hnst ller' Name, d&ss,and Tel.No. C!Aati E„1 Si4a, De si neg Name Address,and Tel.No. ug es burner, rac n ngmeering, nc. 400 Great Neck Road,Mashpee MA 02649,774-836-8237 49 Herring Pond Road,Buzzards Bay,MA 02532,508-833-0070 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 20,543 sq.ft. Garbage Grinder( ) Other Type of Building Single-family dwelling No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 110 GPD/Bedroom gpd Design flow provided 340 gpd Plan Date August 29,2019 Number of sheets 1 Revision Date Title Proposed Site Plan in Barnstable,MA Size of Septic Tank 1500 gal pre-cast Type of S.A.S. Bed Description of Soil See Town of Barnstable Soil Report for full description. New Construction-Four(4)LC-6 concrete leaching chaffib is incaF Nature of Repairs or Alterations(Answer when applicable) _ qS 10'W x 30'L x 2'D Stone bed t >' r' s0' ZACHAR}' L. u, I%- ai 1'4 ! . �� CIVIL —I s Date last inspected: R1o.47',Q7 Agreement: The undersigned agrees to ensure the cons ction and maintenance of the afore described on-site sewage disposal.systi accordance with the provisions of Title of th` nv onm ntal Code and not to place the system in operation until a Certificate o Compliance has been issued by this B and of alih. Si ed Date Application Approved by Datel 24 i`i Application Disapproved Date for the following reasons Permit No. 0011 Sze Date Issued 131 30laoi9 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( L4 Repaired( ) Upgraded( ) Abandoned( )by at Cd s been constructed in accordance with the provisions.of Title 5 and the for Disposal System Constructi6n Permit No.�11 3 dated f3 y Z,& Installer. ��At-!c-ram `,in Designer #bedrooms 3 Approved design flow 334 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector —f 2S THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposaf .6pstem Construction jiPrmit Application for a Permit to Construct) Repair( ) Upgrade( ) Abandon( ) [ Complete System ❑Individual Components Location Address or Lot No. 18 Constant Lany e"lq 1�y&V� �Wa Tel.No. �sCo�-U/ Assessor's Map/Parcel Map 40,Parcel 66 32 Buttermilk Lane,Branford,CT 06405 nutal�V� gW,&dlress,and Tel.No. (-P�t�W SHR'i ac n ngineeeingd�ncss,and Tel.No. 400 Great,Neck Road,Mashpee MA 02649,774-836-8237 49 Herring Pond Road,Buzzards Bay,MA 02532,508-833-0070 r Type of Building: D�"�g`l"�"+S Dwelling No.of Bedrooms \ Lot Size 20,543 sq.ft. Garbage Grinder( ) Other Type•of,Building Seigle family dw�elling�~' No.of Persons Showers( ) Cafeteria( ) t C tiOther Fixturto e.,j I10 GPD/Bedroom f•> 340 Design Flow(min.required) gpd Design flow provided gpd �August'229 2019 1 y Plan DDate rr Number of sheets =�),i$,4 Revision Date d Title,Pr6posed Site Plan in Barnstable,MA .w 1500 gal pre-cast Bed Size of Septic Tank Type of S.A.S. +t+ Description of Soil See Town of Barnstable Soil Report for full description. New Construction-Four(4)LC-6 concrete leaching chaff--5, 6 Df ar Nature oftRepairs.or Alterations(Answer when applicable) ps qSs °t " 10,W x 30'L x 2'D Stone bed ZACHA W L.RAqlNqKl m ~ c� CIVIL Date last inspected: Nfl•.47797 Agreement: "+ o The undersigned7agrees to ensure the construction and maintenance of the afore described on-site sewage dispos�aI accordance,with"the prov sions,of Title(5 off fheCgEn�urronmental Gode and noVtotplace;the„system in operation until a Certificate Compliance has been issued by,this Board of=Health. .r 1 ',• , Signed i"t r � ,r`�+ " . t Date L p^ Application Approved by a/_�"" ,,c--- --�.�-.�., >_ Date Al—r of 2,®rI^� Application Disapproved by �. Ct-' ��X Date , for the following reasons Permit No. I' • .. Date Issued 01 39 l Zoi C) _ AA - ----- - THECONIl COMMONWEALTH OF MASSACHUSETTS 7 BARNSTABLE,MASSACHUSETTS f-'cei•tificatP of cComiiante THIS ISTO CERTIFY;that the On-site Sewage Disposal system Constructed( � Repaired( ) Upgraded( ) Abandoned( -)by_ J_,1,,,,AAct r'"�( �f Ili,l.iy`ell_' `r at. / .19' �� ,` � Al.-Z. / f ark{/}has been�constructed`iri'`aecordance t el -fib �y :.s {:td� t f r z 1. 3., with the provisions of Title 5•and the for Disposal System Construction Permit No:%l�1"3Z� dated4� � �t�/Z 9 t 4 (' Installer ( CSC' " {`� �`+ c Designer 1�Cackpc� h�`er++tl�fiacalr^: #bedrooms 3 Approved design flow 330 F i { gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ------------E - ------------------—---------------------—--—------'------- ---------------------------------------- +,-•-�-.--------- No. G.o 1--' t�� Feet/7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) _ System located at � '!�' ""C1►A' "� ."A 401P s �v 7k and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title Stand the following local provisions or special conditioi s;:«'.„ a;l., Provided:Construction must be completed within three years of the date of this permit. nt Date ©/ 30 �° Approved i - Town of Barnstable y��oFtHF rp�� Regulatory Services • Richard V. Sca:H,Interim Director c BiIENSfABLE, s ' ' Public Health Division OpIFD IVIA`R�,� Thomas McKean,Director ! 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax 508-790-6304 Installer&Designer Certification Form Date: q Z ZOZO Sewage Permit# Zai`l- 32$ Assessor's Map\Parcet r-lb G(o Designer: Et-) ENGcNF_Gt2srt[, rNc Installer: � Address: ci°t 46V-I¢ N(, ' Address:673 tc� �i��yypa TN Rc� I i�L#�i1..STAK l L� S O" 151130 Zei i� . CD was issued a permit to install a (date) (installer) i septic system at g C� �-j-g��� t ,g, based on a design drawn by (address) h X-i..%e dated Av &0sr 7 9 Zo lq (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 j distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I I 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 accordancewith State & Local Regulations. Plan revision_or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. 1 certify that the system referenced above was constructed m gonlpliance with the terms of the 11A prova le ers (if applicable) , } rIL r +"K.F+'•'�L+.. N/'�S r 1. .°., �.ri 7 r �' y signer s Signature) (Affix Desi I eiS . t Here r � ) 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 BARNSTABI,E PUBLIC HEAI,TH` )IVISION. THANK YOU. QAsepticoesigner Ceitification Form Rev 8-14-13-doc TOWN OF BARNSTABLE p LOCATION SEWAGE# 2-0/ C� VILLAGE 0 77L ASSESSOR'S MAP&PARCEL -1/0 � 6C INSTALLER'S NAME&PHONE NO( /LLC2�L• SEPTIC TANK CAPACITY /f aU LEACHING FACILITY:(type) L C /.2 S c4ejwt(size) 3 0'>C/U�XX" NO.OF BEDROOMS 3 OWNER ?A C�f L �' �q a.Q A ✓�/ PERMIT DATE: COMPLIANCE DATE: / Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on W a 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) AA Feet FURNISHED BY R ' .32 14 2 JOY 3 -�J3 o S'-35 311 Y _ - N s 4'-4„ 16'-4" 13'-31/2' 283 D 284 OH 284 PH 284 DH O tL j o fl -------------- s � 50'=101J2 I I P HVAC I I I i c 60 GAL AIR I I I r7tr Q E UTILITY(BATH —w T-10'x 4-9" I I I I I I J 3088 \ I I I I lL CO � s m i 2 I la I I I I I o m \ GARAGE I 1 I I 5TORAGE 55'-01,x 29'-x N Im I I O I I f - UNDER I Z I I n I J I I STAIRS I I �--------------- r N 3068 0 g, I I I I 2 M 12' I I I I N O 1n OFFICE I I I I UO f CL t— I I I I \ I I I I w I I I I in I I I I UP 42'-9" I I r qq 284 DH ac 10 284)DH 284 OH 284 DH r./ Be 60, ■ GARAC2E LEVEL ■ M 50, N N 12'-8 1/4" 24'-V' 12'-9 3/4" o 363 DL 284 DH o a J7} W2136L i �� MUM M318 C a'-31n" n 3 Zd O . 4,-6„X4'-V �-- c 1 r---- ` \ 2068 MASTER CLOSET 8 7- Clm, UTILITYMUN N RY MASTER BATH 8'-0"x 1 a-T 13'-0-X 1 a-T' '-2"X 10'-T a�1 ml - m --i--� CARPET o 2Y&FLED KITCHEN VINYL TILE HT 18'-8"X 14'a" \ 2x 'FI Ell 4) SKYLI a \ I�6 � TILE \ \ SK�LI6HT 2668 lB i m l 2868 2868 n^�` �/N�\/ •y�y\J LL i V �/ ----- CARPET n V m Z RAIL r _ cn CLOSET ` e-q"X 2'-0" ` m \ �o \ 5066 N \ N ----- m "" E Q O m d�l _ A LVING 12'-TX14'-4" TVN1A CARPET SPARE MASTER BDRM In (n_ SPARE BEDROOM o \ BATH 14'-0"X 18'-0 p V 10'-10"X 11'-10" T-3"X IW-2" CARPET �— 0 lr ----- ENGINEERED WOOD \ VINYL Q— Ir --- RAIL \ �p I I I I E I I I I m 15-10 3/4" 10'-11 1/4" T-3 3/4" 14'-0 3/4" in 2800 284 DH 284 IOH 544 IMU 264 DH 544 MU r@ LIVING AREA 1425 50 FT 1313 D1 T-8 3/4" 8'-5" 11'-11 3/4" T'b" @� LS 7ND LEVEL 3/16" = 1- - 0" Locus Map e SOIL LOGS 1 2 ROPD � � TP N0. TP NO. UIN z (c RCc> GIRD. EL. 66.2 GIRD. EL. 66.2 �O % i3r '.�it ,. 37 732 GW. EL. NON TO %2 GW. EL." E NONE TO %2 N � 1 e t 0 66.2 0 66.2 1� /s-,E 4 /'° O/A/E O/A/E Ir ADDITIONAL NOTES LOAMY SAND LOAMY SAND " 65.7 6 10YR 4/3 " 65.7 10YR 4/3 C 6 I PNE N 17. LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD Bw Bw pR00 HAZARD ZONES AS SHOWN ON FEMA FLOOD ZONE MAP LOAMY SAND LOAMY SAND W E No: 25001 C-0543-J DATED 07/16/14. MAP 40 PARCEL 59 10YR 5/6 10YR 5/6 18. CONTRACTOR-TO COORDINATE ALL UTILITY CONNECTIONS #9 PRUDENCE LANE '� pP (TOWN WATER) ro (WATER, GAS, ELECTRIC) WITH RESPECTIVE UTILITY 22" 64.4 22" 64.4 P k COMPANIES. ��� v� A/ Ito (BROKEN ti 1CB DISK w W E FND S 59 21'S0" E `O C C 65xs 65x9 ao.o5' 65x6 i x DESIGN CALCULATIONS 5P EXISTING Q� x EDGE OF � COARSE SAND COARSE MAILBOX CLEARING ( SOIL TEXTURAL CLASS: ` CLASS I H 65x7 ` i TK PERC. RATE: < 2 MINUTES/INCH 2.5Y 7/4 2.5Y 7/4 Notes I NO. OF BEDROOMS: 3 1. BENCHMARK: ELEVATION = 63.21 (NAVD88) I DESIGN FLOW REQUIRED: 330 GPD CATCH BASIN RIM MAP 40 PARCEL 58 � PROPOSED SEPTIC TANK REQUIRED: 1500 GALLONS PROPOSED DRIVEWAY 120" NO WATER 56.2 120" NO WATER 56.2 2. ALL CONSTRUCTION METHODS AND MATERIALS TO #23 PRUDENCE LANE ssxs Q WATER SERVICE SEPTIC TANK PROVIDED:` 1500 GALLONS NO REDOX NO REDOX (TOWN WATER) a i0 / - CONFORM TO TITLE V AND THE TOWN OF BARNSTABLE (SEE NOTE 18) 7 s�+ ` { LEACHING SYSTEM: BOARD OF HEALTH REGULAl10NS. (4) LC-6 CONCRETE LEACHING CHAMBERS IN A TP N0. 3 TP NO. 4 5 0�' ��0 ?� 39't (10') WIDE x (30') LONG (2') DEEP STONE BED GIRD. EL. 66.2 GIRD. EL 66.1 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH o NONE TO 56.2 NONE TO 56.1 MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER r�W GW. EL GW. EL. ��/5 t I� TO LOCATE THEM ONCE BURIED. y� EFFECTIVE LEACHING: o 66.2 o 66.1 W�' W O/A/E O/A/E 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE �•^' W 10'WIDE x 30' LONG x � DEEP ssxs o �0 4:� �� MAPS 4O �C CC Z Q BOTTOM AREA= 300 S.F. LOAMY SAND LOAMY SAND MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE 0o QO 0��w PARCEL 66 c i Z SIDEWALL AREA= 160 S.F. TOTAL= 460 S.F. 6" 10YR 4/3 65 7 10YR 4/3 DESIGN ENGINEER AND BOARD OF HEALTH. �� }° �°` �� J 2�� 20,543 s.f. °'a 5. ALL JOINTS AND COVERS TO BE WATERTIGHT. Q o LOADING RATE = 0.74 GPD/SF 7" 65.5 ra ssxs o-f o � I Z Q FLOW PROVIDED: 340 GPD '> 330 GPD Bw Bw W LOAMY SAND LOAMY SAND 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR O W VERIFYING THE ACTUAL LOCATION OF ANY EXISTING 10YR 5/6 10YR 5/6 S, 16't Q UTILITIES. Q MAP 40 PARCEL 57 66x5 f ✓G' ^ IPI3 10 � �Gj��j � N � I � � � SOIL NOTE " 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED #35 PRUDENCE LANE ssx4 ® �( p 30" 63.8 299" 63.7 PRIOR TO BACKFILLING SYSTEM. (TOWN WATER) PROPOSED UNDERGROUND f2 % 30 o q SOIL CONDITIONS ENCOUNTERED DURING EXCAVA11ON ILI 8. OWNERELECTRIC SERVICE J " W MAY DIFFER FROM THE PREVIOUSLY OBSERVEDC C (SEE NOTE 18) f CONDITIONS AT THE TEST PITS. ADDITIONAL REMOVAL MICHAEL A. ILK LANE. Et. Al. c ' k AND REPLACEMENT OF SOIL MAY BE REQUIRED. IF 32 BUTTERMILK LANE � COARSE COARSE BRANFORD, CT 06405 PROPOSED GAS SERVICE ' H UNDESIRABLE CONDITIONS ARE ENCOUNTERED, THE (SEE NOTE 18) f DESIGN ENGINEER SHALL'BE-CONSULTED. SAND ____ SAND 9. APPLICANT: -PATRICK J.-FLANAGAN-- ? 179.63' Q 2.5Y 7/4 2.5Y 7 4 t � / 4 OAKDALE HEIGHTS LANE N 5971'50" W �' ct">'� I;" WAREHAM, MA 02703 k V MAP 40 PARCEL 55 PROPOSED 1-500 GALLON TEL. PEDESTAL `° Q. 3 ZONING REQUIREMENTS 10. DEED REFERENCE: L.C. Cert. No. 185142 134 CONSTANT LANE SEP11C TANK ELECTRIC 0,Zp 0 120" NO WATER 56.2 120" NO WATER 56.1 (TOWN WATER) BOX o 11. PLAN REFERENCE: L.C. Plan #22824-D (LOT 73) PROPOSED SOL Q rn ZONE: R F NO REDOX NO REDOX CB DH AeS;rl(N 14% REQUIRED EXISTING PROPOSED FND 10' x 30 BENCHMARK: 12. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER ( ELEV. 63.21 (NAVD88) LOT AREA: 87,120 s.f.** 20,543t s.f.* 20,543E s.f. DATE PERFORMED: AUGUST 7, 2019 APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS RISER / ACCESS PORT CATCH BASIN RIM FRONTAGE: 125' 158.22' 158.22' SOIL EVALUATOR: DONALD F. BRACKEN, Jr., P.E. DESIGNED, NOR DOES THIS PLAN GUARANTEE THE FRONT YARD: 30' - 39't OPERATION OF THE SYSTEM. INSPECTION PORT SIDE YARD: 15' - 41'f WITNESSED BY: DAVID STANTON - BOH REAR YARD: 15' - 40'f PERC. RATE: <2 MINUTES/INCH 13. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE BUILDING HEIGHT: 30' (MAX) - 28.3' SOIL CLASS: CLASS I WITH A GARBAGE GRINDER. PLAN SCALE Notes:• MAX. GROUND WATER ELEV.: NONE TO 56.1 14. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP 0 6 12 18 24 30 45 60 90 *(BAEE CHAPTER ZONING EON I 40-91 FOR NON-CONFORMING LOTS IN METHOD OF DETERMINATION: NO WEEPING NO MOTTLES THE SEPTIC TANK AT LEAST ONCE EVERY THREE YEARS. **(b) LOCUS LIES WITH THE RESOURCE PROTEC11ON OVERLAY DISTRICT. 15. LOCUS DOES NOT FALL WITHIN A ZONE II WELLHEAD 1 inch = 30 feet PROTECTION AREA. BUT DOES FALL WITHIN AN INTERIM WELLHEAD PROTECTION AREA. 16. LOCUS DOES NOT FALL WITHIN AN NHESP ESTIMATED HABITAT OF RARE WILDLIFE OR PRIORITY HABITAT OF 10' MIN. INSPECTION/ACCESS RARE SPECIES. PORT-RISER TO WITHIN 10' MIN 24" DIA. RISER, 6" OF GRADE **SEE ADDITIONAL NOTES** TO WITHIN 6" OF 24" DIA. SECURABLE D-BOX RISER IRRIGATION BOX COVER GRADE (TYP.) ACCESS COVER TO GRADE. REQUIRED W Prepared By. SLAB = 67.1E F.G. = 67.0f EMBOSSED ZABEL . (12" MAX. DEPT6 ) MIN. 2% SLOPE 10' MIN. Z J F.G. = 66.5t ;w OVER S.A.S. RACF.G.= 66.4EF.G.= 66.4 to 66.0E INV= 64.0012" MIN. W KIS a. 4" SCH. 40 P.V C. 36" MAX. FIRST 2' 12" MIN. INSPECTION �I 'a 64.9t SET LEVEL 36" MAX. PORT n. S=2.009" MIN. r�_ LIQUID LEVEL p 4" SCH. 40 P.V.C. a SCH. 40 P.V.C. FILTER FABRIC TOP =63.93 49 HERRING POND ROAD 19 OLD SOUTH ROAD 0" MIN. = S=1.00% MIN, p p BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554 -1.00% MIN. o°'° 'o°° a 00 INV.=63.70 0 '°�� °° (tel) 608.833.0070 (tel) 508.325.0044 A100 ZABEL FILTER INV.= 63.45 INV=63.39 ° ° °° ' B°o°°°° °°o a �'° �-ttA OF Mqs (fax)608.833.2282 www.brackeneng.com 4 MIN. W/SUPPORT LEG INV=63.22 INV= 63.10 ° "°°�°°°°° ° a°° BOT.= 61.10 �`�� s�6' (SEE MANE. INST.) zACHARY�. tiN °,°°o° °.° °?° °.° °o° °.° °a° °.° °?° °.° po° 6" COMPACTED STONE" PROPOSED DISTRIBU11ON BOX 10 o BASINSKI PROPOSED SITE PLAN BASE ON COMPACTED PRE-CAST WATERTIGHT PROPOSED SOIL ABSORPTION SYSTEM U No 47797 PROPOSED 1500 GALLON H-10 LOADING 4 - CONCRETE CHAMBERS (H-10) •pF IN BARNSTABLE, MASSACHUSETTS �-� SUBGRADE (TYP.) go PRE-CAST SEPTIC TANK 12" MIN. INSIDE DIM. (3'W x 6.11 x 12" INVERT) Q`ST6R Prepared For: (1) ALL SYSTEM COMPONENTS TO BE MARKED WITH MAGNETIC MARKING TAPE. H-10 LOADING 6 MIN. SUMP WITH 12 DEPTH STONE BELOW 5 MIN. TANK TO BE EMBOSSED WITH 12" MAX. DEPTH P A TR I C K J. FLA N A G A N (2) ALL SYSTEM COMPONENTS TO BE WITHIN 36" OF ASTM STANDARD C 1227-93 SEAL TOTAL EFFECTIVE LEACHING AREA: FINISHED GRADE UNLESS OTHERWISE NOTED. 10' WIDE x 30' LONG x 2' DEEP /4" TO 1 1/2" DOUBLE WASHED STONE #1 H CONSTANT LANE (3) ALL PLUMBING WITHIN 10 FEET OF THE FOUNDATION TO SYSTEM PROFILE 311 12" DEPTH OF STONE BELOW CHAMBERS = NO WATER TO EL.56.1 MAP 40 PARCEL 66 BE INSTALLED BY A LICENSED PLUMBER. NOT TO SCALE _ Date: Drawn: Checked: Sheet: AUGUST 29, 2019 1 RED/BEI ZLB/AMG 1 of 1 S\Autocad Drawings\Bornstoble\Constant Lone\18 Constant Lone\18 Constant Lone.dwg -