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HomeMy WebLinkAbout0024 HILLTOP DRIVE - Health 24'Hilltop`Drive , ' ' ' Marstons Mills' II '' l i No. 0I Fee IOU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for MispoBal .pstrm Construction hermit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System [ Individual Components Location Address or Lot No. a 7 a(j+c)p Dr• O er's Name,Address,,and Tel.No. Assessor's Map/Parcel n4AA &+Or+s 1 ti;its zzel/ F' v• Qou /3Ze7 7'� aW. Installer's Name,Address,a d Tel No. 03 �'�/—9 j Designer's Name,Address,and Tel.No. Qpr4oJ,tt,; Cons ruck-+'vn P d eic,x 7vSl „fir, ,Lryf��r'iiy,;�< xs7e Glir milifi , MA oxqgo Type of Building: A a Y A C e Dwelling No.of Bedrooms 13 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L330 gpd Design flow provided :3 y gpd Plan Date Jel Number of sheets i Revision Date Title i S Size of Septic Tank Type of S.A.S.N19 94 49 c d 4� �� A Description of Soil aS x /a•yr-3 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 to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign "` Date f Application Approved by Date IL Application Disapproved by Date for the following reasons Permit No. f(, — G 3�„ Date Issued �T Y xw No. �Ii I gtt Fee OaL • `� THE COMMONWEALTH OF MASSACHUSETTS Entered in com uteris e PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS a. application for 33isposal 6pstrm Construction 3permit ' Application for a Permit to Construct( ) Repair(4pgrade( ) Abandon( ) :❑Complete System []Individual Components Location Address or Lot No. a y N ('+0(3 lZ)r Owner's Name,Address,/and Tel.No. �ON- &6 7' � Assessor's Ma /Parcel MaYS�oY��' ��(�s �!Z�.�l' �•U• ►�D� /S�a7 p `7'I /a /va M ' ILA ox Installer's Name,Address, d Tel.No. �S O� 77/- � 9 Designer's Name,Address,and Tel.No. C;pr�lot�c; Cons�ruc +c�r,3�c P d e4x 1/0 C'U l=-O%���i sI-vy-y- WIS . MA vac. 8 rna- aX�7S— Type of Building: $ � A ;L Dwelling No.of Bedrooms Lot Sized' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons r Showers( ) Cafeteria( ) Other Fixtures Design Flow(min required) 330 gpd Design flow provided 3 gpd Plan Date o � aU/eo Number of sheets Revision Date Title /i 'E S S /&S . Size of Septic Tank 4jn Up Type of S.A.S. q �bt O ql,-a �a(� d)fw7��.1 v Description of Soil 3 Nature of Repairs or Alterations(Answer when applicable) • Date last inspected: Agreement: r tM The undersigned agrees to ensure the construction and maintenance of the afore sc bed on-sit- e sewage disposalxsyst_r em in accordance with the provisions of Title 5 of the Environmental Code grid to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / �F Sign �' Date Application Approved by ( L-efes Date Application Disapproved by Date for the following reasons Permit No. �V Ito - o �„ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sew a e Disposal system Constructed( ) Repaired(� Upgraded( ) Abandoned( )bye, U GC L at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.)o/ dated a >! Installer �r�v(�;7 a,,,.t rc�Cl'IC�'1 . � Designer Zayn U-c Q #bedrooms Approved design flo/v�� ) _ gpd The issuan e of this permit shall not be construed as a guarantee that the system will function as designed. Date 2• 2 Inspector No. /G 16- 0 3(o Fee U d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction J)ermit Permission is hereby granted to Construct ) Re air(( Upgrade( ) Abandon( ) System located at o2 k AP GC/5/�, A 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 permit. Date / / Approved by FEB-27-2016-04:03 From: To:15087906304 Paee:1,'1 FROM FAX NO. Feb, 26 2016 02:03PM P1 A o1� 'gym of Bamstable Regulatory Sel Thoaav F. G'oiler, Director Ahc=u XA .exFAs Diree for ' 200 Jlam�'ma�t,:G�p��ist K&02-601 (?�.aor.: 508-86)f',•644• E'mc: 5QS•-79:1-5304 Dat®_ a a� �(., sewsgereymk# 6 �� 1iLseaea�x�s a t11'�x+�efl 77/N r 1 gAes�►' G��_T r�'�'''i�� ]Gm���ea;: �D:_��'g�Ld1_r4��rd'�• A.d*wiq: F" D. -c&)o 'Zoe �-Jll igd a pe�7xit t4 itEstaIl a 614e'- scp6c systerx►at T !T �!l✓'1 c�Q. based on a deuign drawxs.'by ar.dreamy) al�.�u� P Pis dated I cer .fy Vifft•the scrac above wag ingiulled sub4anti07 amudin,g to the design, WE"may include 1Q=' x opproved chmiges such as lateral r4ocafim of the dig-tributionbox.acdloz s eptir.tank. T. =07 tlull thv' Se 1c S SU we d e l� y �n.r� - ocPd �l�o�e �.s lus�7l.c .with raa�rr chaugc�rl (a.. . gr_aol m d=10' SAS of s��? V�'i1xr��xr:lacatiofl of a'�Ly cDu� a lc�sat A the septic sYste but in,a-rpcxdasj:*with.S-L�e &.Local Regubi4ons. T-= or sipuer to fbllar�,n DANIELA. OJALA �Xi?,Y.3� '3 SYgtUTG " CIVIL �^ a No,40502 ' fi`93/ONAL (Degiu;affx'S aigioxie) / (A-fs<.Yasiigaax%Stwap.Oi Y.i.-d) raN�T YV�L.lw,= mgwip Uti am IOTA 'rigs • Tom..of RR51AR e- DppartWpnt of RegWato y Services Public a ion Date, / r �� 200 Naln 5trcri,Ryannls MA 02601 Date Scheduled Clbne/�A M Fe,e Fd(, 02 Soil Suitability Assessmentfor Seiva6,7 Diposa I'erFormcd Ey: Wltaessed Hy: d,�• 5 otiL�U�tt LOCATIC Location Addregs a cL �-J, r Owner's Nanne �'�gy l� ��!!11 A.ddross Assessor's Map/Paracl: //Z l;nginvrr,5,Name �00 lit!V,: �e NEW CONSTRUMON REPAIR. Telephanc# 6"'.✓ J 4C' Land Use: , � � Slopes(9b) �/& Surface Stones )DIstanccs from: Open Water.Body -1- ®#t Posslhle:Wet Area > O fk DrIaldng Water Well � eG� ft Draibage Way > 0, ft .Property Line � � ft Other ft. SICE `CHC(Slzcet name,dimensions of lot,exact locations of test holes&.pare.tests;locate wetlands.?n pznxlmity to holes) Ai Farent material(geologic) ` ` Depth tq)3cdrgclt, __ Depth'toGrnundwatrr. SiandingWaterinHole: A/Jr Wcepingfi'gtxaPltktq�a Estimated Seasonal High Groundwater Method used: Depth Observed standing in ohs.hole: - -�In, .:1GeptLlata a411Xr19tf1t�.. ltl. Depth to weeping from side of obs,hole: 1t1; dcntindwner rl�dauslmeRt f. Index Wcll#k Rcadfng Datc- Tndox We111aYal :. - Ac�J.fcEdt!. �, __ Ate,_itl?ui1t�Y,!tlkeel eYai a PERCOLATION TEST DAke--'1'lme..._..._.,._. Observation - Hole Depth of k arc. ` 71me.At fi" __,. _ r .•, �, Start ain-soak Time @ o J -• - Time(9 F=d Fro-soap Rate Min./ZaOh SitgSultahlIityAssessment: SiCe�nssec(, Sit�Fniled: AdditionaI`pestingNccded(:X7� original Public Health Dlvlslon Observation HoZ�Data z fl Be Coz�apleted on Bach---------- **'m1f percol2d®n test is to be conducted vlith 1 QQ' of ct dg you mast first notz the Barnstable Cora gvataon Division at le2st one(1)week prior to beginning. �=15ERI'IC1P,L�I;.CPOIilvl'.J�OC ` •, DJCa1�,�.�JO��iJL�V':C�:.11:'��1�1�'JC�.�.R.ag��L..fL1t JC]I.�A�,'Yi'. Dcpth from Sall Horizon SoilTextarc ShckCafar 50if•. Other Surface(in.) , (TjSD'A) (Mungrll) Mottling. .(Structure,Stones;Boulders, %a'Oravcl) 3/L LSOMMJLI�Lon Role Dcpth$om 5oll7dosizoa •S'allTexture Soil Color -soil , Other Surfaoc(in.) (USDA) (munsall) Moitling ',(5fruct[re,Stones,BonTders. Consistency,co Grave 1Zo '. ]SEEP OBSERVATION ROLE LOG Drpthfrod Soilfforizon Soil Texture Sail Color Soil Other' Surface(in.) (USDA) (Munsell) Mottling (Stractqo,Stones;Boulders. Oa i to c G e Depth from Soil Hodzon SailTcxturc soil Color Poll CYthcr Surface(in.) (IJS1)A) (Nlunsell) 1VItlttTIng (Structure,9tottCSY 3ouldars. ' Ca si tan 6 . �'laod Yrgstxraneb�a.te'IV1a�. ._ . Above S85ryedr'ftoad boundary No_ Yes Wit9n;500yearbaundury. Sofa °ram 'Yes,. Within 100 year flood boundary Mo, ym,,— . Y�®nth-bf���pall�9�ccctr�y-n�.�'ervYorts N.�a.�gr%>�Y • Does-at least four feet of naturally occurring porviouamatedal e7aist in all arelis nbs6rved throughout tho area proposed fbr the soil Asorptlbn systeml If not;what is the depth of naturally occurring porvlous matel'1all - (;er�Eifscation! x certify that on r (date)x hava passad the soil evaluator examination approved Tay the Depai'tmerit of Envirollmon al.Proteotlon and tbartho above analysis Was-porfonned by me consistent with . 'the required training,exper` e and experience described in�10 CM15.017. i Signature Datb 7 p:MMaP.MZCP0R D0C DEMP'.OE8=MMrU a, "MIX,LOG Rule Depth from Soil I-lad= SonI rc lnro .Shcl'Color 'golf.. ihor 5urfaea pn.) , (UtbA) ilblunsell) Mottling.' .(Sruoturo,Stetted;Boulders. 'te ,,y.9'a'(Ixevell . -Az k LS U. 26Py LS 1619 ft = Depthf3mm saiIHarizon •.'SbirTextum SollColbr 861I Other Sm*co(in.) @USDA (Mffisell) Mottling ;(Structure,Stones,13ouldefs. Conalstonay.To CI v DM 013SMV&TION ECOLE LOG zq Dapthfmrd SollHorizon SollTaxtara Sell Color 5011 Other' Surface(in.) CUSDA) (Mnnsrll) Mottling (Structgm,Stones;Boulders. I oIf 9;V01) -------------- • ]�1,m.m m�.r:'���s7.�ct`�9'.tN.J.3�.L�1 Ja�;n.L�4.]C .I�.Q7���_ Depth from Soil HI;Azon Soil'1.'oxtura Solt Color goll Other Serfage(in.) (JSDA) (l4,tu119e11) Mottling (Structure,Stones;Boulders. v 4 V • ' Flo od jj RnmR_B:fe ll'2a1. Abova5(• Yeai PbMn boundary No— Yes Witliln 506YcWBottndm7. No& Yea `Within 100yeaifloodboundmy'l�ia�',.;�_ , )DenfikafNa any 0cca13J99-ROVioM MR_riaY DoestatIeaat.fourfactofnt: l yoccurringptlo atenrislexistitt all mewnbscrvettChrpuglttsuf the ares.'proposed for the soil a iotpdbn syetoml If not,what•is the depth of fra=ally occtming ptirvlous matorW? Cr3�1CatI071 ' I cardfy that mI y dafe f Y hav®passed the sail evaluator c=mination approved by the Di patMii1;_0fEnVlrt=rnml Fk0tecij0n lIDd thardfo above an4yais was-poeormed by me consistent with . exp aMd experience descriGed in 410 CR.M15.017. the regtti#ed ttainiirg 5ignatos'e bath 7i TOWN OF BARNSTABLE LOCATION =)* P C_C._M t'' J�t_-_ SEWAGE# j_.m 1 b-0_'�6 VILLAGE ?,,t _(� = ASSESSOR'S MAP&PARCELQ-7-7_e1_s_ INSTALLER'S NAME&PHONE NO. •I- Sad'- 77I-� �� SEPTIC TANK CAPACITY 4;Z4:U(!M" 16,"� 4,44- LEACHING FACILITY:(type) (size)NO.OF BEDROOMS OWNER Ltr_� ,(_._ PERMIT DATE: COMPLIANCE DATE: ? y Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom.of Leaching Facility $ S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY saWd L t/�/ G',@P/,✓rr.�ig4 O 3� e Y 3Ir I a TOWN OF BARNSTABLE FL LOCATION o'�� Ni���Jlp �/Z SEWAGE # rJ0C-;?-333 VILLAGE .A/„'�lJ ASSESSOR'S MAP & LOT 077-o�� INSTALLER'S NAME&PHONE NO. Za-w; 1--XVv SEPTIC TANK CAPACITY ' I3�co adc h�// � LEACHING FACILITY: (type)�� �+r irr 69) (size) NO. OF BEDROOMS BUILDER O� PERMTTDATE: 1'-2'0a - COMPLIANCE DATE: - 5- 0 2 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply,Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) '`- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet y Furnished b ,� L/0 , O . , 0 36 �; �' � M o� vor�� ��� as� �n,� I�, � �,nt TOWN OF BARNSTABLE LOCATION_c}- "C.4-M SEWAGE#_J-ot6-O�/ VILLAGE Z •c�III&Y-_ASSESSOR'S MAP&PARCEL Q"Z77rBl.L= INSTALLER'S NAME&PHONE NO. X61 - 771-1-514 SEPTIC TANK CAPACITY ls.C1 P� IS�drD �.4L W/o Of LEACHING FACILITY:(type) r t 7t /— (Size) C��X NO.OF BEDROOMS -9 OWNER t LZZlsLL PERMIT DATE: A-(,-1(m COMPLIANCE DATE- S eparation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -4- T Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Cool GIe ✓.wvs� lop �y F�,H� 3 r pia TOWN OF BARNSTABLE �^F LOCATION N,oy'�� AAA �IZ SEWAGE# VII LAGS /�� /„'�lJ ASSESSOR'S MAP & LOT 77— INSTALLER'S NAME&PHONE NO. �c�a�sl�' L ,;I-,,IA,y 5�<?�'1926 SEPTIC TANK CAPACITY Gd L ,� � CyJ ' LEACHING FACILITY: (type)��r `�i-s ir°s (size) // �36 Xe0 NO.OF BEDROOMS 3 BUILDER O WNE 4J m PERMUDATE: 'oa COMPLIANCE DATE: — 70 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S� Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist /. within 300 feet of leaching facility) Feet Furnished by 0 0 36 i I �� ✓ /Jr>�+a`171s I i 6 a5, i rnf" � 7 Z to 7�-- / No.—2—CO—"S321>f ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for Migpozal *p-5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(P Abandon( ) (/Complete System ❑Individual Components Location Address or Lot No. �/ 1 Owner's Name�Add�resspd Tel.No. ,yc Assessor's Map/Parcel 7 / "' / 20 *�J tears y�� "41 M5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building we e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow_ ! gallons per day. Calculated daily flow_ 3J© gallons. Plan Date ® Number of sheets Revision Date Title Lo0 0 a 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 Certifi- cate of Compliance has been issued b his Bo f He lth. Signed Date 7� �Z Application Approved by Date Application Disapproved for the following reasons Permit No. 0o2 Date Issued / C� 077 No.�r`-'l.X ",JJ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Lam/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ; 2ppltcatton for Migogal *p! tem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade(r/)Abandon( ) Lam!Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address d Tel.No. 2 y /7` J ,��, �� s Assessor's Map/Pazcel // le - iJi7//�C Installer's Name,Address,and Tel.No. ("Y J /('/ +! l Designer's Name,Address and Tel.No. /m � 600.57 , -77/-�3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder Other Type of Building oke5kllyehce No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3369 gallons. Plan Date 4` �i Number of sheets Revision Date Title 1060P0582f .5 4),642 z' id 1e;W r Z ,4 .4zX P1 S Size of Septic Tank /.S~ /7 Type of S.A.S. 6> ! 1,9440 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 Certifi- cate of Compliance has been issued b�his o�of He lth. SignedC'. X�.� , Date �� �c? Application Approved by Date QA C�f� Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS ' (Certificate of (Compliance THIS IS TO CER Y, that the On ite Sewage Disposal System Constructed( )Repaired( )Upgraded(� Abandoned( )by /� G� . 7; 6 0/,.5 7 1 at 2 0/ + U'I'S `!S /S has been constructed in accordance with the provisions of Title 5 Ad the for Disposal System Construction Permit No.�?CYJZ-73?dated Installer Designer The issuance of this,permit shall not be construed as a guarantee that the syst- _ will f ction as d fled. Date >rt U Inspector Kr - i ——————— No. r � ® / ! `(/�� -----------Fee �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogaf *pgtem (Construction Permit Permission is hereby granted to Construct( )Repai ( )Upgrade(✓)Abandon( ) System located at 2 L / LIP- �l. LIP-w— and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her:dut:�Ito comply with Title 5 and the following local provisions or special conditions. (!f Provided: Coo struc ion must be completed within three years of the date of this permit. Date: G � /u Approved by �A 0 SYSTEM PROFILE ALL SYSTEM WIT COMPONENTS OMPON NTTAPE OR BE 4" SCH40 VENT WITH NOTES MARKEDCHARCOAL FILTER AS COMPARABLE MEANS FOR FUTURE LOCATION. (NOT TO SCALE) SHOWN PLAN VIEW NAVD 88 Qo PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS \ TOP FOUND. EL. 50.6' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE PITCH BACK TO SAS, 2" PEASTONE OR GEOTEXTILE NO LOW POINTS. tC�\\ FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 51.0 3. MINIMUM PIPE PITCH TO BE 1/8F " PER FOOT. o� NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST y 46.8 THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H-20 4"0SCH40 PVC MORTAR ALL PRECAST RISERS f'000 s" MIN. SUMP PIPES LEVEL 1ST 2' 4• COMPONENTS H-10 4' S. PIPE JOINTS TO BE MADE WATERTIGHT. 10" 14" 12" MIN. INT. DIM. (TYP.) 9 [—SIDES gd TEE TEE FENDS ° ° 45.49 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Wd{ersh ` ADD TI5.4 * ➢°o°o°o°o O 0°0 ° WITH 310 CMR 15.000 (TITLE 5.) GAS BAFFLE::: OO®®® ®®®� ® ®®— —�0�� '°°°°°°°° °°°000°°oo°° WATERTEST D'BOX ;00000000 ®®®®®®�®®®® ®CI®®®®®®®®® EXISTING 1500 GAL ° o 0 0 0 o FOR LEVELNESS 0 0 0 0 ®�®��®®®®� ®��®�®®0®®®EN ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND SEPTIC TANK '° °0_0° ° ° ° ° ° ° ° `� >°0°0°0°0 ®®®®®®®®®®® ®EI®M®®M®®®® ;°0°0°0°0 NOT TO BE USED FOR LOT LINE STAKING OR ANY �:..- .,;., .. 44.76' 44.59' °o°a°0° °o°o°g° ° ° ° ° ° ° ° ° OTHER PURPOSE. L EL. 42.49 o r S 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR Route 28 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00, X 12.83' CONCEALED WITHOUT INSPECTION 'BY BOARD OF Rd. COMPACTION. (15.221 (21) HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 1nd�s Locu 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ( ) AND GSAFE 33 37.0' BOTTOM TH-1 VERIFYING ITHE LOCATION OF ALL2UND RGROUN'D & LOCUS MAP ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND WORK. UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE FOUNDATION EXIST. SEPTIC TANK 64' LEACHING D' BOX 12' FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 77 PARCEL 12 SHALL BE REMOVED 5' BENEATH AND AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC PROPOSED LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS TANK SIZE AT 1500 GALLONS AND ITS SUITABILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM FOR RE—USE. REPLACE WITH 1500 GALLON AND REMOVED OR PUMPED AND FILLED WITH CLEAN LEGEND SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF SAND. NOT SUITABLE VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 99— EXISTING CONTOUR —1 36� 15.405 1b: SAS TO BE > 3' BUT < 6' BELOW FINISH X 99.1 EXIST. SPOT ELEV. GRADE (VENT AND H-20 PROVIDED) __1\_37 99 PROPOSED CONTOUR � AD GAS BA LE, SYSTEM DESIGN: 198.41 PROPOSED SPOT EL. VE IFY INLET EE TH1 1AP 77 GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE38 YYY 39 � PA, EL 10 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 2Z_ SLOPE OF GROUND MAP 7 ��,5 BENCH MA USE A 330 GPD DESIGN FLOW UTILITY POLE ARCEL 12 o OP OF F UDNATION MAP 77 0.24 A �4'y, _ .6 NA / SEPTIC TANK: 330 GPD (2) = 660 FIRE HYDRANT PARCEL 9 9 k /" � �F�c` . jI - t - r ? **RF- )SE EXISTING 1500 GAL. SEPTIC TANK NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING LEACHING: ; lb SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD PArro �Fo BOTTOM 25 x 12.83 (.74) = 237 GPD TEST HOLE LOGS p� 2 TOTAL: 472 S.F. 349 GPD ENGINEER: CRAIG J. FERRARI, SE #13871 p DAVID W. STANTON RS o� , 23,�`3 \ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) I WITNESS. T�pF��STj �4 WITH 4' STONE ALL AROUND 1 29 2016 G i �� ` 'r i DATE: / / �� ` F�'S c#� PERC. RATE _ < 2 MIN/INCH 6' i T 2 MA CLASS I SOILS P# 14944 GARAGE t;f �f G� APPROVED DATE BOARD OF HEALTH 4 ELEV. � ELEV. � `� a� e FF 50.0opt 51' C `�%" 51' LS LS O QW 4j , PROP. VENT WITH CHARCOAL FILTER TITLE 5 SITE PLAN 10YR 3/2 0 3/2 4j AND BUGSCREEN (FINAL PLACEMENT BY 1 2" CONTRACTOR O" 10YR F CONTRACTOR WITH HOMEOWNER OF B B E CONSULTATION) LS LS F 76.00' k _ / #24 HILLTOP DRIVE „ 10YR 5/6 10YR 5/6 \E I — E°R R— 16 97, MARSTONS MILLS MA 26 48.8 24 49 � DILL 7' F (30 , DE / PREPARED FOR �e ) l 5° C C PERC BORTOLOTTI CONSTRUCTION/ / BUZZELL CS CS t � DATE: FEB. 19 2016 1 OYR 6/6 1 OYR 6/6 Z-1_ �' _ �jc�Args� oF�,` off 508-362-4541 LZHOFM F,OF \ / �r ASS °��'��� M^ss� r r�� t �' 9� fax 508-362-9880 /� ANIEL ti��\ downca e.com D� A c /� DANIELA.\ P O . .!A fi a A �rft J� A. , '� °CIVIL A down cape eng1neer1ng inc. ,iV1L CfVIL ;, No.40J ? I r u :nU >I 168" 37' 120" 41' \ o �o Nt 1:0.46502 t, , �.�. R� �� o F � , FE�S�� ?F�s ,o � civil engineers Scale: 1 20 „ > �c °S /STE G�� FS �STERGn, �� SURV .. eN land surveyors = , 939 Main Street ( Rte 6A) NO GROUNDWATER ENCOUNTERED �' �`� s� " '�� ��� DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 D CE � 9 �_O � � 0 10 20 30 40 50 FEET 16-015 O+� 20 FT. MINIMUM FROM CELLAR SOIL TEST P 10,240 TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE - DATE OF SOIL TEST MAy_j�Q02 ELEV. = ��•� 10 FT. MINIMUM CLEAN SAND SOIL TEST DONE BY SWEETSER ENOII�EEBjtNG (ASSUMED) WITNESSED BY _.Q, STANTON CONCRETE COVERS INSPECTION PORT 4" SCHEDULE .40 PVC PiPE LOAM AND SEED OBSERVATION HOLE, 1 ELEV.- 97.80 MIN. PiTCH 1/8" PER FT. 2" LAYER OF PERCOLATION RATE _< 2,+_ MIN,/INCH AT 63.. INCHES 1/8" TO 1/2" 3LEGEND. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER WASHED STONE 2,00. 4" CAST IRON PIPE 00.10 MAX. 97.55 MIN. VENT REDf EXISTING SPOT ELEVATION 00„0 0-8 Ap SANDY LOAM 10YR2/1 NO �f f� I (OR EQUAL) MINIMUM 'EXISTING CONTOUR --- 00---- PITCH 1/4" PER FT. 1 CU. FT. OF z FINAL SPOT ELEVATION 8-20 B LOAMY SAND 10YR5/6 ROOTS j CONCRETE FINAL CONTOUR 0 • ANCHOR SOIL TEST LOCATION 20-34 Cl COARSE SAND 10YR6/6 40% COBBLES RAISE PIPING BY LICENSED FLOW LINE UTILITY POLE -O- PLUMBER TO EXIT AS SHOWN ELEV, s 98.Q0 10" TOWN WATER —WW -•MIN. 0" o 0 0 / \ 34-132 C2 MEDIUM SAND 2.5Y6/4 10% COBBLES 97_55 2 - o CATCH BASIN ®� ELEV. _ _ - LEVEL o 10 95.67 GAS LINE G ` ELEV. _ _���_ GAS ELEV. _ _96_72 6" SU ELEV. _ _96.55 - - - --_ ELEV, _ .._--- C.O. CLEAN OUT BAFFLE rm j � � CESSPOOL C.P. DISTRIBUTION ELEV. _ ,': 20 ! , C LIQUID OUTLET BOX _QQ, _ �` ` 4 HIGH CAPSTONEI INI ALTNATORS WiTH 8 '�� 4 FEE 14 INCHES DEPTH TEE (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 5 FEET 24 INCHES 1500 GALLON IF MORE THAN ONE OUTLET -X- � X 1b' TRENCH FORMS 87 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION Lo WELL N A NO WATER ENCOUNTERED AT 1 ELEV. 8 FEET 34 INCHES SEPTIC TANK - ZONE 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE ADJUST FREE OFF FINES & SILT DESIGN CALCULATIONS ELEV. = NUMBERSEWAGE DISPOSAL SYSTEM PROFILE OBSERVEDUSCS WATERR TABLE £(WATER SL) ELEV. _ _ GARBAGEODI POSAOLOMS UNiT NO_ NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _�.QQ_ TOTAL ESTIMATED FLOWS ( 110 GAL./ k/DAY X _.3 BR.) _,3,�Q= GAL/DAY REQUIRED SEPTIC TANK CAPACITY GAL. ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION -- DESIGN PERCOLATION RATE S_4 MIN./IN. EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA 4 SO. FT. {iI X36}F(47X2X10/12) " LEACHING CAPACITY (AREA X RATE) 361.00 GAL./DAY 474.33 X M74 RESERVE LEACHING CAPACITY GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO 'D.E.P, TITLE 5 AND THE TOWN OF �ARNSTABLE- RULES AND " - REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNiTS SHALL SE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3: ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE " so USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO-GRADE SHALL i `pT BE MORTARED IN PLACE. -•--� = c -. = 5. NO DE'ERMINATION HAS BEEN MADE AS TO.COMPUANCE WITt! oEEOEO (*-201SIN+ RCcULAnoNs. O"ER ; APPLICANT-tS TO SOIL �F OBTAIN SUCH DETERMINATION FROM .APPROPRIATE AUTHORITY. 1500 -GALLON TEST 6. UTILiTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR �9 IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 96• SEPTIC TANK PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL ,AS `* SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER LOT 1 IMMEDIATELY. AREA¢10,400f S.F. C.O. 8. PARCEL IS IN FLOOD ZONE C Fp = 9. LOT IS SHOWN ON ASSESSORS MAP 77 AS PARCEL 12 m S� 10. INTERIOR PIPING IS TO BE RAISED TO EXIT AS SHOWN, 1• 6FoGyc f 11. EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKRLLED. �OO�kFl S � y r OF BIN T. A. i AMA s 3 ° APPROVED: BOARD OF HEALTH D. BOX A,i DATE AGENT h PROPOSED SEPTIC DESIGN I AFOR � JOHN ADA 4_,7.9? IAT 1 4 DRIVE l� kARSTONISS MA b V wcu Slp►l�L,'TSRR MGLNZZRUVG 235 GREAT WESTERN ROAD 508—��9 398-3922 SOUTH DEBOX N S,7MASS. 02660 �- Rom• O,A��� DATE MAY 15, 2002 scALE _ 20, • �8 ( REVISEDN0- 5412-00 1 l � LOCATION `MAP REVISEa SHEET 1 OF 1 �, C. 58 PROD 5412-00 Cw 5412-OO.D*G 02002 SWEETSER ENGINEERING