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0145 ARROWHEAD DRIVE - Health
145 ARROWHEAD`DRIVE, HYANNIS o � - ° 0 q o q a � e c n � e 0 0 � o ! e ti 0 2 v c V ° 1 O n a 0 0 a a o o ° n o a e q s-• I TOWN OF BARNSTABLE LOCAVON ''/�.�T�i»�!�// f�l/�'/Ad SEWAGE # _ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING.FACILITY:.(type)���.. (size) NO.OF BEDROOMS :. BUILDER OR OWNER PERMTTDATE: CO LIANCE 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) A Feet Edge of Wetland and Lea hing Facility(If any wetlands exist . within 300.feet le acility) Feet Furnished by I r nL: C\ r r • , .j O , w i r= TOWN OF BARNSTABLE C LOCATION �)(,SEWAGE# WLLAGE �I�Av.,,�:, Z, ASSESSOR'S MAP&PARCEL 9?0- -00( 'INSTALLER'S NAME&PHONE NO. .��cSZ�I -,p��r SEPTIC TANK CAPACITY LEACHING FACILITY. (type) ti,.�� ,�--,d�,, siz' ems' x ��, 5-� x z , NO.OF BEDROOMS�c OWNER '(��„s.r v�A CDC �,� 2 L. lam. PERMIT DATE: COMPLIANCE DATE: 'T (11h 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 FURNISHED BY�-e o�,_— ow , w sh E v'I � LL ,f No. �? xv p Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Apptitatlon for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(VUpgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. �-{�' `fJ ra�o� Addresst l�- P� t Owner's Name, ,and Tel.No:�7 G Assessor's Map/Parcel �70-�6t��r( `�������' V`2�� ` Installer's Name,Address,and Tel.No.5M$4 gs-W-(9=xS-S' Designer's Name,Address,and Tel.No.SC_)`--3665-3 /J �Lc.cc3b.�� —ie.�-ec�'c'C>� a 0�c `��}(, `/�,��j c.� r,S�7✓v�r�WC. �C 0 �.v�3`L .S•e �G `L Type of Building: Dwelling No.of Bedrooms Lot Size O ©( O sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided_ -'S gpd Plan Date l_)3 _0(t Number of sheets_�� Revision Date Title Size of Septic Tank 5(Zr_D $'4o Q� j� �fype of S A.S. C 6.c car\G CL.e►►,,nbzs 47/ Description of Soil ��!-•-� ��`��,^� , Nature of Repairs orAlterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed Date Application Approved by X Date Application Disapproved by Date for the following reasons Permit No. :50 tQ Date Issued dot { Fee v V THE COMMONWEALTH OF,`-"MASSACHUSETTS Entered in computer: Yes .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for ]Disposal *pste n Construction Vertu Application for a Permit to Construct( ) Repair(Upgrade.( ;) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. �`-��' `Z)r.To�J:�# r Owner's Name,Address,and Tel.No.?7��— lO- -to l Z ,n� Assessor's Map/Parcel ':� 70_G 9— ( •l S pr` Installer's Name,Address,and Tel.No. 5758-fig-60 Designer's Name,Address,and Tel.No..Sd$-3 (5- // O'c c. NCs S Type of Building: t Dwelling No.of Bedrooms Lot Size k d, C:)( Q sq.ft. Garbage Grinder( ) 1 Other Type of Building ��`C ,� No.of Persons Showers( ) Cafeteria( ) Other Fixtures f` Design Flow(min.required) oC gpd Design flow provided /_'� ,� gpd Plan Date v5 u S, X '�X) Number of sheets Revision Date Title Size of Septic Tank ( oo � C • p � :SaC7 S Pam„,,, t1 �rype of S.A.S. C 0,.�.c.��\'G �1nnbZ.J'.< 4:.; Description of Soil owe V Nature of Repairs or Alterations(Answer when applicable) Gv.:e Date last inspected: I 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. Sig ed Date (� Application Approved by Date d Application Disapproved by Date 4 for the following reasons � Q Permit No. Date Issued cam'► ,,; 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On it Sewage Disposal system Constructed( ) Repaired(V/ Upgraded( ) Abandoned( )by at ` t'(.S J-:1��cam-, ;c+D cX �t`\\i`� has been constructed in accordance with the provisions of nTitle 5 and the for Disposal System Construction Permit Noah' /119 30 b dated �� I i Installer �P�c�� ,�\�1` Yc.c✓ai:v�`Designer V"V\,0.1 -e #bedrooms Approved design flop-, o 1 gpd The issuance of this pe it shall not be construed as a guarantee that the sy tem ill fun d as des ned. Date � '( 11 Inspecfor ,.y No. c)316 _V 0•(01. Fee �o v 3i 4 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Misposal .4pstem (Construction Jermit Permission is hereby granted to Construct �( ) Repairs(( U grade( ) Abandon( System located at l \-�l✓�/�c�e�7y�� (��� t)`e . 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 pe ' it. Date / � //6 Approved by i Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • r r 91639.0 Public Health Division o Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862A644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 7 �� Se jwage Permit# ;:o1C-3©C Assessor's Map\Parcel �, 08 b0� Designer: SONS IAL. Installer: Address: PO Address: ���� 2.53g- On t a-�( (� was issued apernut to install a (date) (installer) septic system at 14§7 A10 VV 1tEW D R 4y4t,JN1 j based on a design drawn by (address) SQrJ S I n C- dated 23 (desi r) X0.�my� I certify that a 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. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was construct a with terms of the IAA approval letters(if applicable) , 0AR � v �er ss Signature) 0 114D a 41t. (Designer's Signature) (Affix Designer p Here) PLEASE RETURN TO B TABLE 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:\Septic\Designer Certification Form Rev 8-14-13.doc f _Z'ID i-2 LOCATION ) SEWAG PE MIT NO. 0 vJ' �t VILLAGE M I N S T A LLER'S N � III E i ADDRESS vL A UILDE R OR OWNER DATE PERMIT ISSUED ��/ � DATE COMPLIANCE ISSUES �� 2 Y � C .1,� -► S � �� T �� � � • � i _ - ��,,, I . . i �. ?, a 1" V � .. .. ••q; Town of Barnstable P# ' Departinent of Regulatory Sei Tices t Public Health Division Date - 12,4 200 Main Street,Hyannis'MA 02601 - tl • , lir� � T7? Date Scheduled J Ti'me JO Fee M A #0e C~! Aoil Suitabi 'ty Assessment for- STLy' eis os Z ®r- Performed•By Witnessed By: ' �V- �e LOCATION&.GENERAL INFORMATION ' Location Address ` :r (- O}vner'd �44&0 \ ,J .S S . Address Assessor'sMap/Parcel: 78 /(n� O Bngincer's Name•11 4e NEW CONSTRU C T ION II .REPAIR ✓ -Telephone# �4 '3 ' �f' Land Use _ .�.•OCS/11TI{ Slopes(96) b — Surface Stoces. Distances firm: Open Water Bady>_,jY" ft 1 osslble Wet Area>20 6 ft Drinking Water Well?Laft Drainage Way> 072 ft Property Une'_1>_ ft Other ft MUM(Street name,dimensions_of lot,exact locations of test holes&pare tosts;locate weflarids In proximity to holes) Parent material(geologic ,U/ (/ Depth to Bedrock Depth to Oroundwater Standing Water In Hole•. Weeping*am Pit Face IV Bstimated Seasonal High Groundwater Method Used: DETEIMATION FOR SE,ASONAL'HIGC WATER TABLE Depth Observed sta ding in obs.hole: In. Depth,to aoll mottles' Depth to weeping from side of obs,hole: in, Groundwater Adjustment tt. Index Well-0 Rending bate: Index Well level A,dj hetor—Adj.Groundwatdr•Levdl,••,_ PERCOLATIONATEST " 'Dote 'imr;_�, Observation Hole# Timis at oil " +' De th of Para P �� � Time at 6" Start Pro-soak Timo® and Pro-soak /O` Rate MInJLmh L - Site Suitability Assessment: Site Passed ' Site Palled: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back— ***If percolation 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. - Q:ISBPTI0PBRCFORM.DOC DEEP.OBSERVATION,HOLE LOG Hole# Depth from Solt Horizon Sall Texture Shcl Color Soil• Other Surface(In.) (USDA) (Munsell) Mottling (Stnucture,Stonet;Boulders. ulstancy.%'aravall DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soli Texture Soil Color Soil Other Surface(la.) (USDA) (Munsell) Mottling '(Structure,Stones,Boulders. Lo am (doll 2•SIX b DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(Ia.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, consistency, Qmvall Flood Insurance Rate Mau: Above 500 year flood boundary No Yes _ Within 500 year boundary No/ Yes ' Within 100 year flood boundary No. Yes . peuth of Naturallv�Occurrine Pervious Material Does at least four feet of naturally occurring pery us aterlal exist in all areas observed thrpughout the area proposed for the soil absorption system? . If not,what Is the depth of naturally occurring p G1043 material? .�. Certificatiion, I certify that on (date)I have passed the soil evaluator examination approved by the Departm f Environ ental Protection and that the above analysis was Pe rind by me consistent with . the required tra 1 expertise kd e perlence described In 410 CMR 15.01 i Signature Date l� Q:NSBPTIMERCFORM.DOC • ' 9/16iO3 Notice: Thls,Form Is To Be Used For the Repair Of Foiled Septic Systems Only ftRCOLATION TEST ANT) SOIL EVALUATION EXEMPTION FORM �v .hereby certify lost the aWmawl piatti sib by wa dated e7 �P contenting the property located at 97 Aj !S 6c n& ' 1!_J ' rneets a of the followw' s criteria: i This tam system ii connected to a residential dwelling only. That are no camrancial or - busi mes uses associatod with the dwelling: e 'The soil is classified as CLASS I and the percolation rate is leas than or equal to S minutes ' per inch. Tote applicant may use historical data to conclude thin fact at tray conduct duT test holes and percolation testa at the site without a health agent present. e There is no increase in flow and/or change in use proposed • 7bere we no variances requested or needed. s Ile bottom of the proposed leachini facility will be located no teas dean five feet above the umimtuan adjusted groundwater table elevation. !Adjust the pwundwatet We usitlg the Frampton method when applicable, Mae Complete the feevwta g: A) Top of Ground Surface Elevation(using GIS information) 76 B) G.W.Elevation �1 +4ustnwnt for high G.W. �-S a Dl1F'FE1 'IWEII?N A and B I SIG D : DATE: !NOTICE _._._._.. Based upon the above inf'orrnation, a repair pennit will 5e issued for_ bedrooms ' nwimtum. No additional bedrooms at sudm iced in the future without engineered septic system plans. TOWN OF BARNSTABLE I. LOCATION yy ALA--0"-f{e 4;-j, &10 SEWAGE # ViLLACX /Y (AfA'41S ASSESSOR'S MAP & LpO-T°2�© INSTA LER'S NAME&PHONE NO. ��5 �'`� ram✓ ��O '�j"b r SEPTIC TANK CAPACITY "S PO " I LEACHING FACILITY: (type) ' (size) -1-2 owA3 NO.OF BEDROOMS ` BUILDER OR OWNER C .4 GL e Aj PERMITDATE: 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 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 s 41,41 . � � II NoN . �� E' : Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS 0[ppYication for Zioogal bpgtem Congtruction Permit Application for a Permit to Construct( , )Repair(k)Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. I L15 ARRLpv) P EAD Owner's Name,Address and Tel.No. SC- "10 C.A(k.G NYANcN,S Assessor's Map/Parcel APO 2-70 '07, n' Installer's Name,Address,and Tel.No. Qf�!1per's Name,Address and Tel.No. PAS`To�� �xC e v ACT+ (�+Z,a NS'c,EfZ.�W i� tlaa3'R.IDS 1?. C> I Z-P��'1 PCaY��"PDQ2.� (ut.v� ►2• w.LOU c t=IT;;a._fl sz o. 5 ANA x-1— Type of Building: Dwelling No. of Bedrooms Lot Size/b, 0/0 sq.ft. Garbage Grinder( ) Other Type of Building 3 tt,'j6L. T-At . No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �j 9® gallons per day. Calculated daily flow gallons. Plan Date 5-7-13-h S Number of sheets 3 Revision Date "— Title Size of Septic Tank -IS60 1500 S.)5 !2L L' Type of S.A.S. Z. 6r00 Q( c_&.1 Ai�t851—R- �.- Description of Soil .A o"-(,��� S!� g Cg �t - 321t L-S 0, 3z�t ' 1 Nature of Repairs or Alterations(Answer when applicable) i N15T10 t.%. 1 Soo! soo Tb uE&L-2 rMX_0 cni4r z S rx:�o C.A At-A 1,-.a �e u L-Q fir 5,- -0t9Z ca1� M0 EQ . Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisio of Title 5 o e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beWthefollowing is oar of Health . Signe Date Application Approved by Date Application Disapproved rea I " Permit No. a — Date Issued ` �I� �D ET" {. 'No. Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: , I Yes 99 -PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0(pplication for Migpogar *pgtern COngtruction Permit —Application for Pet niv-to Construct( )Repair )Upgrade( )Aba d n( ) Complete System ❑Individual Components t-bo n Addit ss or��Lo No.+yrj /ARROW PEAD/ Owner's Name,Address and Tel.No. SC:Q (.1 U C, LkZ Assessor's Map/ParcelAP N 270 Installer's Name,Address,and Tel.No. ner's Name,Address and Tel.No. PA'S-r'op__G �xc-sv wCMXA<S , o (3 IZ$�'j l I< LS7pAZ-L.. Mh tz . w_c.tts�s�=tT� czo. SANOWI�-�� Type of Building: Dwelling No.of Bedrooms Z Lot Size/64 0/0-sq.ft. Garbage Grinder( ) Other Type of Building"NtN6LT-, #kM. No. of Persons Showers( ) Cafeteria( ) a Other Fixtures Design Flow �30 gallons per day. Calculated daily flow 3?0 gallons. Plan Date 5-7-9-0 9- Number of sheets Revision Date Title Size of,Septic Tdnk /560 SOO SF !L [.A/ Type of S.A.S. Z 600 C I Gl-1 Af�lB�IQ.0 Description of Soil"'14 e".--&t' S L/ B (0 "` 3 Z 1' is C-, :ZZt+ P 3 S Nature of Repairs or Alterations(Answer when applicable) 1 NST�<,L l SOO Soo SE,pY 1 L l- vdl.( GNt 'Tb IliFw -Cgr-,Lr\ z sob Q 1 C-A lk"R- 'P0 2 FT R'L-N,�, PIQ s low 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 provisiog of Title 5 of-t e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been; su thif Board of Health. SignA ` A"1'/ �� ` Date Application Approved by �,P�'�A /_� f v/. f_ c- ) Date L Application Disapproved for the following reas�s46 c, `� Permit No. /.1 Date Issued - r r r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded (A) Abandoned( )by PPAS OIZZ Cx C-&V/17"t1 at R ow NE/a D VAN NI-, MA has/been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N ^7 Y dated . Installer 1 91!- n-Z-. 'CACAV A T l S'V" DesignertNLZ/��1u�L W 07L-kS The issuance of this perm't shalXt be construed as a guarantee that tht�ystemti n as d sigped. Dates Inspector. I .. . ------—�—�—————— —,--------------- — No. Fee / / �~ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migoal *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(k)Upgrade( )Abandon( ) System located at `'I 5 Ay2 Rdv 11UAA orz- N�A ►� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to PP P comply with Title 5 and the following local provisions or special conditions. Provided: Co/nsstr ctio m st e completed within three years of the date of this' e fit. �e? Date:_.. `7 Approved by / I Town of Barnstable Regulatory Services Thomas F.Geller, Director �' Public Health Division Thomas M1cK.ean,.®irect®r ------ -- 200 Main Street, Hyannis,NIA 02601 Office: 508-862.4644 Fax: 508.79"304 lasses ter & Reftqjr CertificatioLftra Ds y te: 2) 0 le Sewage Permlt# 0 S 'L � Assessor's M&p\?*rcel 27 0 -� Z Designer: e4-e�!U C ��1,� Installer: Address: Z w 50 Address: f&-ts+-&o,U M OZ4q4 On � _! ��►(V � �Ca—dwas issued a permit to install a (date) (installer' septic syscrm at C��S _ prcvz �kep \ based on a design drawn by ' (address) - . _.dkitid fS) (designer) l certify that the septic system referenced above was instalied substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 1 certify that the septic system referenced above was installed with major changes (i.e. greater then 10' lateral relocation of the SAS or any venical relocation of any component of the septic system) but in accordance with State ds Local Regulations. Plan revision or certified as-built by designer to follow. Sli OF,Nq s9lt S PETER T MCENTEF !n' (Installer's Sagsiatum) ( Clvrt 1\A \0'rfl, °ST@A���Q�@ 64;�esigner's Signature) (Affix Designer's Stamp Here) s�uMi t✓owra� �v Via. 1v4�L �F; dS� JE2 LZJl; 2TH rttis Doran ,�*r as r �K Vol . Q:HeaMtSepticipesiper Certification Form 3.26.04.Aoc DATE: 3/24/00. PROPERTY ADDRESS: 145 Arrowhead Drive Hyannis,Mass 02601 ------------------------ On the above date, I Inspected the septic system at the above address. This system consists of the following: 1 . !-1000 gallon septic tank. 2 . 1 -1 000 gallon precast leaching pit. 70 O 9,2 0 0 Based on my Inspection,' I certify. the following conditions: 3 . This is a title Five Septic System. ( 78 Code ) 4 . fihe septic system 'is in proper' working,-order , , -at the present time. 5. Pumped septic tank at time of inspection. Heavy scum & solids layers were present. SIGNATURE:1` _ Name:-J.P. Macomber Jr_______ Company: Jose.ph_P. Macomber_& Son , Inc -- ------- - RECEIVE® Address: Box .66 -------------------- MAR 2 8 2000 __Centerville , Ma._02632-0066 TOWNOFg HEALTH REPTASLE Phone: 508-775-3338 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY (JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-Leachfields Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 COMMONWEALTH OF MASSACHUSETT8 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE NLN'fER STREET, BOSTON MA 02108 (617)292.6600 TR UM S. ARGEO PAUL CELLUCCI DAVM B. S' Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM•If�1SPECTION FORM Cor:x PART A CERTMAT10N P,q.My Address:1 45 Arrowhead Drive Ne,of ow,,.,Christina Cary Hyannis,Ma 24/00 Addeo"ofOwrs..: Da te inspection:r: Joseph P.Macomber Jr. ' N.rrw of 4+ap.cW.:(Pt.as.e Pr4,t) P Ty INam a:DEP aQprIV sysrt.f,+4ua.oto owa"n Seatfon 16.340 of TFtf. 6 1310 CUR 16.000) J aCOm er & Son Inc. Ata3WAddrasi: ox Cen ,Mass_ 02632 Taiaphone Nimiw- 508-775-333 CERTIFICATION STATEMENT I comity that I have personally Inspected the sewage disposal system at this address and that the Informstlon reported Wow is true, occurs and complete as of the time of irupectlon. The Inspection was performed based on my training and experience in the proper function &.no maintenance of on•slts sewage disposal systems. The system: ^.L Passes _ Conditionally Pease& _ Needs Further Evaluation By the Local Approving Authority _ Fails trupec%o/s Sipnaturs. Dou: The System Inspec shall submit a copy of this Inspection report to the Approving Authority(Board of Hsshh or DEPIwhiJn thirty (30) as completing this Inspection. It the system Is a shared system or has a design flow of-10,000 gpd or greater,the kupettor and the System c stall submit the repon to the appropriate regional office of the DspartmentoKmvironmercWProtection. The original shouldU.ssnt to'" system owner and copies sent to the buyer, If applicable, and the approving authority. NOTES AND COMMENTS revised 9/2/98 Page Iof11 r t�?MjW on 1"c)c4d raw SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTL9CAT10N(continued) i PropwtyAddreaa: 145 Arrowhead Drive Hyannis,Mass. owr+«r: Christina Cary Dete of Inspection: 3/2 4/0 0 ffdSPECTION SUMMARY: check A, B, C, or D. A. .SYSTEM PASSES: 1 have not found any Information which Indicates that any of the failure conditions described in 310 CMR 14.303 exist. Any fallwo criteria not evaluated are Indicated below. COKUSITS: It is questionabl P i f the 1 Par-hi n;pi t s 4-1,- njg-Qhhnrq dri vc;,�.. - B. SYSTEM CONDITIONALLY PASSES: Vb One or more system components as described In the 'Condltionsl Pass"section need to be replaced or repaired. The system. upon compisdon of the replacement or repair,"approved by the Board of Health,will pass. Indicste yes. no, or not detorminod(Y. N.or NO). Describe basis of datermination In all Instances. If'not determined',explain why net. The septic tank Is metal, unless the owner or operator has provided the system Inspector whh a copy of a Certificate of CompUance(attached)Indicating that the tank was Installed within twenty 120)yew prior to the date of the Inspection; or the septic tank, whether or not metal.Is cracked,structurally unsound, shows substantial Infiltration or exf<ltration. or t" failure is Imminent. The system will pass Inspection If the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed.In the distribution box Is due to broken or obstructed pipe(s) or duo to a broken, settled or uneven distribution box. The system will pass Inspection If(with approval of the Board of Health). broken pipe(#)we replaced obstruction Is removed distribution box Is levelled or replaced • The&Mom rsquired pumping•mon Omn-iourtimes wyeardud to broken-or obstructed pipels). the iystrim wilfysas-- Inspection If(with approval of the Board of Health): broken pips(s)are replaced obstruction Is removed revised 9/2/98 Pogo 2of11 SUBSURFACE SEWAGE DISPOSAL SYSTEMM INSPEdnON FORM PART A CERTIFICATION Icondrwed) Property Address: 145 Arrowhead Drive Hyannis,Mass. O-Christina Cary Data of Irup.ction: 3/23/0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health In order to determine If the system Is failing to protect the public health, safety and the environment. 11 SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETIERMWES W ACCORDANCE WITH 310 CUR 15.303 11)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER W141CH7MLL.PRO.TECT THE PUBLIC kiMTHAND SAFETY AND THE ENUMONMOff; Cesspool or privy Is within 60 feet of surface water Cesspool or privy is within 60 feet of a bordering vegetated wetland or a salt marsh. 1 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBUC WATER SUPPLIER,IF ANY)DETFRMWES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBUC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS Is within 100 feet of a surface water supply or tributary to s surface water supply. The system has a septic tank and soil absorption system and the SAS Is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS Is within 50 feet of a private water supply well. The system has a septic tank and soli absorption system and the SAS Is less than 100 feet but 60 feet or more from a private water supply well,unless a well water analysis for collform bacteria and volatile organic compounds Indicates that the well is free from pollution from that facility and the presence of•mmonis nitrogen and nitrate nitrogen Is equal to or less then 6 ppm. Method used to determine distance 414 (approximation not valid).- 3) OTHER THER 1GI[ revised 9/2/98 Page 3orit SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A ' CERTIFICATION(condraped) Ptop"Address: 145 Arrowhead Drive Hyannis,Mass. Own..: Christina Cary Date of Inspection: 3/2 4/0 0 D. SYSTEM FAILS: You must Indicate either "Yes" or "No" to each of the following: t/ I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination Is Identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes Noi Backup of•towage Into fecili Tetertt component dae toertoverfoadedordeggedSrASorceaspool. Discharge or ponding of effluent to the surface of the ground or surface waters due.to an overloaded or dogged SAS or cesspool. Static liquid level in th die ributlon box bove outlet Invert due to an overloaded or clogged SAS or cesspool. -, Al _ Liquid depth InAeespeel is less then 5" below Invert or available volume is leas than 1/2 day flow. Required pumping more the 4 times in the last year NOT,due to clogged or obstructed plpe(s). Number of times pumped T. Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. f� Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy is-within a Zone I of a public well. Any portion of a cesspool or privy Is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less-than 100 feet but grester than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for -coliform bacteria, volatile organio•compounds, ammonia nitrogen-and nitrate nitrogen. - E. LARGE SYSTEM FAILS: You must Indicate either "Yes" or "No" to each of the following: The following criteria apply to large systems In ad dition to'the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system Is a significant threat to publi health and safety and the environment because one or moraof the following conditions exist: Yes No i the system Is within 400 feet of a surface drinking water supply the system•i►•whWm 200 feetof-a4ribu4aryr•(o-@aurfeoe4rk1-Ing wM4`F•4u►pIV- — -- the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further infognatlon. revised 9/2/98 rage 4or11 1 I , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 145 Arrowhead Drive Hyannis,Mass. ownw:Christina Cary Dot.of Inspection: 3/2 4/0 0 Check if the following have been done:You must Indicate either"Yes" or"No" as to each"of the following: Yes No Pumping information was provided by the owner, occupant,or Board of Health. •None of the systemsompowants harabaan pumpod4ocat-Joast two-xvo"o aad4hovystem hasbaaolaaceiaiagwaswiai Aow rates during that period. Large volumes of water have not:been introduced into the system recently or as pan;of this Inspection. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or Industrial waste flow. I — The site was Inspected for signs of breakout. _ All system components,-Z*cluding the Soil Absorption System;have been located on the site. The septic tank manholes were uncovered,opened, and the Interior of the septic tank was Inspected for condition of baffles or tees, material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. The size and location of the Soil Absorption System orrthe site has been determined based on: Existing Information. For example,Plan at B.O.H. Determined in the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable) / (15.302(3)(b)) C _ _ The facility owner.(and.Mr,-pnn*a.Jf difforaai troauz"ar).war&puuddad wlth lafasaatioaan+hA p•n.pairsnyg3tSAa••.&Qf SubSurface Disposal Systems. i - revised 9/2/98 Page sof11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 145 Arrowhead Drive Hyannis,Mass. Owner: Christina Cary Date of hspe-tk-:3/2 4/0 0 FLOW CONDITIONS RESIDENTIAL: Design flow:!dL--g-p-d-1bedr9pm. Number of bedrooms sig�) Number of bedrooms(actual):� Total DESIGN flow-Vi9d � Number of current residents: Garbage grinder(yes or no): Laundry(separate system) s or© If yes, separate.Inspection.required - Laundry system inspected' �ye�or no) - Seasonal use(yes or no): Pi p Water meter readings,ii available(last two year's usage(gpd�: �' /F�— 3 - ' �-Agu �Pd-4y Sump Pump(Yes or no): �a �� Last date of occupancy: CO M M ERCIA LAN DU STRIAL: Type of establishment: All Design flow: d ( Based on 15.203) Basis of design flow Grease trap present: (yes or no) Industrial Waste Holding Tank present: (Yes or no).d& Non-sanitary waste discharged to the Title 6 system: (yes or no), Water meter readings,If avails le: Last date of occupancy:_ OTHER:(Describe) W Last date of occupancy: GENERAL INFORMATION PUMPING R D nd s rctk of Inf atio ' t 01 System pumped as part of inspection: (yes or no) If yes, volume pumped: gallons Reason for pumping: Alf.41 50 QVO/ Z)r TYPE 0 YSTEM Septic tank/�/soil absorption system Z V Single cesspool Alb_ Overflow cesspool Privy Shared system(Yes or no) (if yea, attach previous inspection records,If any) I/A Technology etc.Attach copy of up to date operation and maintenance contract AJA Tight Tank •_Copy of DEP Approval Other >/9 APPROXIMATE AGE of all components,date Instagediif known)-and source o 4Rformation: •r�cr�- � . Sewage odors detected when•arriving at the site:(yes or no)�l revised 9/2/98 Page 6of11 SUBSURFACE SEWAGE DISPOSAL SYSTEKINSPECTION FORM PART C SYSTEM INFORMAnoN(eontinuad) Property Address: 145 Arrowhead Drive Hyannis,Mass. owner: Christina Cary Data of Inspection: 3/2 4/0 0 BUILDING SEWER: (Locate on site plan) Depth below grade: / Material of construction:_cast Iron Y 4o PvcA/d other(explain) Distance fro rivals water supply well or suction line�- Diameter Comments:(condition of Joints, venting,evidence of feak a.-stc.) - joints p rear t-;qhf- Ntn eiridence of leakage S TANK:_ i (locate on site plan) ) Depth below grade: Material of construction:z oncrete 11hmetal A»Fiberglas&4,0 Polyethylena4:aother(expialn) If tank is Install, list JJage- / . is/.age.confirmed by/Certificate of Compliance (Yes/No) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee orbaffl4r 7 -' Scum tivckness:�_ Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bolt of ou jelptee or baffle: How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet-tees.or-beffles.,depth.of liquid level,In-relation to outlet invert, structuraHntegrity, evidence of leakage,etc.) PU ipPd_ th'e '•septic °tank -every 2-3 yrPars^Tn1 Pt• P. nut-1 Pt- tees are in 1 c no evr ence or ieaxaqe. i GREASE TRAP-AOAX (locate on site plan) I Depth below grade: Material of constructionAihonc rots oil4metal,! Flberglas&AA/ Polyethylene&other(explain) Dimensions: Aq Scum thickness: Aq Distance from top of scum to top of outlet tee or baffle.: V14 Distance from bottom of scum to bottom of outlet tee or baffle.Alf Date of last pumping: Comments: (recommendation for pumping, condition of Inlet and outlet tees or baffles,depth of liquid level In relation to outlet Invert, structural Integrity, evidence of leakage,etc.) cease trap is not present, revised 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTPA WSPErCTION FORMA PART C SYSTEM INFORMATION(continued) ProwtyAddresa: 145 Arrowhead Drive Hyannis,Mass. 0—: Christina Cary Date of Inspection: 3/2 4/0 0 TIGHT OR HOLDING TANK-A&6LlTank must be pumped prior to, or at time of, Inspection) (locate on site plan) Depth below grade: �✓� Material of construction:,fa,concrete42metalaFiberglesaaPolyethylena4,00thsr(explain) AA AIR Dimensions: -- _ Capacity: gallons Design flow: gallons/day Alarm presort Alarm level: Alarm III working order:Yes4/ No W Date of previous pumping: Allf Comments: (condition of Inlet tee,condition of alum and float switches,etc.) Tiqht or hoidina tanks arp not prpcpnt DISTRIBUTION BOX:A' (Ae (locate on site plan) Depth of liquid level above outlet Invert: 44 Comments: (nots.if level and distribution Is equal, evidenoe of solids carryover, evidence of leakage Into or out of box, etc.) — Distribution box is not prpepnt PUMP CHAMBER:-4 y (locate on site plan) Pumps in working order:IYes or No) Alarms In working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) Pump chamber is not prpspnt revised 9/2/98 Page Iof11 SUSSURFACrE SEWAGE DISPOSAL SYSTIDA INSPECTION FORM PART C o. SYSTEM INFORUATION(continued) PropwtyAddr*": 145 Arrowhead Drive Hyannis,Mass. Own«: Christina Cary Deco of hsp.ct)on: 3/2 4/0 0 SOIL ABSORPTION SYSTEM(SAS)• (locate on sits plan.If possible;excavation not required,location may be approximated by non-InWs)ve methods) If not located, explain: Types � . leaching pits,number: leaching chambers,number: leaching gallerlss,number:r leaching trenches,number, length: leaching fields,number, dim n Ions: overflow cesspool,numbs Alternative system! A �-� 78 Code ) Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of pondIng, damp soil, condition of vegetation, etc.) Loam ai ure or on ing .tea ion �s nor a . CESSPOOLS: (� (locate on site plan) Number and configuration: Dspth•top of liquid to Inlst Invert: Depth of solids layer: Depth of scum layer: Dlm*nslons of cesspool: Materials of construction: I Indication of groundwater: Inflow(cesspool must be pumped as part of Inspection) esspoo s are not ,fir .sent _ Commsnu; (note condition of soil, signs of hydraulic failure..level of pending,condition of-vegetation,etc.) +•- CessPnn1 c Arp nnt p recap+- PRIVY:QiVe' (locate on sits plan) Mat*dals of constru qn: Olmor.wlons: Depth of solds: i Commenu: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation;etc.) Privy is not gresent- , • revised 9/2/98 peg,9orII 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ` PART G SYSTEM INFORMATION Ic4ndrwo,41 P►0Pft-WAd&9-: 145 Arrowhead Drive Hyannis,Mass. owe: Christina Cary Ds.of Inspection: 3/2 4/0 0. SKETCH OF SEWAGE DISPOSAL SYSTEM: Include des to at lust two permanent reference landmarks or benchmarks louts all wells within 100' (Louts when public water supply comes Into house) _ rj, i 15'S A iQ iQ o w 11 PA d C2 e revised '9/2/98 Page 10of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM LNSPECT10N FORM PART C + SYSTEM INFORMATION tcontkxied) Prop"Addre": 145 Arrowhead Drive Hyanni's,Mass. Owrwr: Christina Cary Data of lnap.cekm: 3/2 4/0 0 NRCS Report name Soil Type_ Typical depth to groundwater USGS Date wabsite visited Observation Wells checked Groundwater depth: Shallow Moderate Deep _ SITE EXAM Slope Surface water Check Collar Shallow wells I Estimated Depth to Groundwater Feet Please Indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record bserwd Site utting propert observation hole, basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records I �hecked local excavators,Installers I Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Used water contours map. Gahrety & Miller Model 12/16/94 revised 9/2/98 'Page florfl s'nrnr+ —nrrs+—.1T-t�s�.—mr•nr+I Tnn enRr►t�rRT+1R►t+n+RtAn nerR711��nsT T7.Tr'1r-.tR.'tr--...Z..r••� TOWN OF Barnstable WARD OF HEALTH SUIISURFACR SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D .- CERTIFICATION I^•Trl-T•'.•:: —T.11f.�.�rr9Jnr.+n•rtltnr+tR+rersT.nT.r.t•i T,RT7wT'�T�`�1�1t�wt7 /wr. rrr.•r•T-1.•�..^ -TYPE OR PRINT CLEARLY- PROPERTY I NSPECTE-D STREET ADDRESS 145 Arrowhead Drive ' ASSESSORS MAP, BLOCK AND PARCEL # OWNER' s NAME Christina •Cary PART D - CERTIFICATION i NAME OF INSPECTOR Joseph P.Macomber Jr. , COMPANY NAME J.P.Macomber & Sdfi' Inc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Street Town or City State LIP COMPANY TELEPHONE (508 ) 775 _3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate, and omplete as of the time of -inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one :ILl' , Sy.stem:._PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public Health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con acted has found that the system fails to Protect the public health and the environment in accordance with Title 6 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form , le Inspector Signature $we Date �7 // anecopy of this certification must be provided to the OWNER, the BUYER here applicable ) and the BOARD OF HEALTH. * If the inspection FAILED, the owner or operator shall upgrade ' the eyetem within one year of the date of the inspection, unless allowed or required otherwise as provided in 3.10 CMR 15 . 305 . partd .doc No&�: CY FEBEJ TH COMMONWEALTH OF.MASSACHUSETTS BOARD OF-HEALTH ...........................OF............................... ..................................................... 11hipasal Works Tongtrurtion "amit Application is hereby made for a Permit to Construct or Repair an Individual Sewage-Disposal, System at:,.- ....4.6.1-7.2fLA ..................................... ... . ...................................................................................... Location y Address or Lot No. ,2,6..!e9A .......................................... .... ....... ....... ........... Owner Address -(f"' A....................................... ................................................................................................... .............................................?: A Installer ti Address Type of Building Size Lot.Za!2�.O.........Sq. feet Dwelling—No. of Bedrooms_.___..;�.................................Expansion Attic Garbage Grinder ('Ve') a Other, Type of Building ............................ No. of persons......_..___..............._ Showers Cafeteria Other. fixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow.........__ -z.v._.....__.........gallons. 'F '............. 0� Septic Tank—Liquid'capacityZ!;�dftallons Length_ .......... Width_� Diameter........ ...... Depth.5 � i"' 11 Disposal Trench—No..................... Width_._..__...._........ Total Length.__._.._.._......__. Total leaching area...................sq. f t. Seepage Pit No-------Z........... Diameter.......K......... Depth below inlet....... ............Total leaching area..................sq. f t. iz Other Distribution box Dosing tank ( ) .1 �_q Date.... Percolation Test Results Performed by....................J-6 V................................. .............................. /(1_0 —le - Test Pit No. I.....5;?�.....minutes per inch Depth of Test Pit.................... Depth to ground water......................... Test Pit No. 2................minutes per inch Depth of Test Pit........_.....___... Depth to ground water.....__......._......_... ........................................................................................................................................................... .11, "•S:114 C'tq"& -0 .............. Description of Soil......K......... .........e' ,f ................................................ ................................................ U ..................................I...................................................................................................................................................................... U ........................... ............................................................................................................................................................................. . U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ...................................................................................................................................................... ............................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TJITI ILE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beenued by,the boa d of h t ................................ . ........ ..... ... ........................ ..................... ................... I Date Application Approved By......... iK............;................... ...... ZS)k..... Date °" Application Disapproved for the following reasons:........................................ ...........;................ ............................................................................................ ........................................................................................................... Date PermitNo..." ..................................... Issued....................................................... Date, ..... o Fx ,.�— Ay5q THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ~ ..........................................OF.....:..................................------------------.......... ........-..... Appf raftvn'for Bi-gniiFai Works Tonotrnrtion firrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: n-yra• L E tlh ---_...-•---•-••-•-------------------------------••. oca i ress or Lot No. i caner Address W •-----••-•-•--•-- ........................................ ...............•-------...------•--•--------........... sfaller Address Type of Building Size Lot, ,?ict%lg______.._..Sq. feet ., Dwelling—No. of Bedrooms.__....L.................................Expansion Attic ( ) Garbage Grinder kv,&) PL4Other—T e of Building _____________ No. of persons-_-___-__-__-_-__-_-__----__ Showers — Cafeteria a' Other fixtures _________________________________ -------------------------------------------------------------•------------ W . Design Flow............... ....................gallons per person per day. Total daily flow--_-_.-..... ...................gallons. WSeptic Tank—Liquid'capacity/,"".gallons Lengthg^-fig'-:':__ Width-V.'ia'.'_ Diameter---------------- Depth_$- 0 xDisposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area................:...sq. ft. Seepage Pit No.......;............ Diameter....... Depth below inlet__._........... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by------------------- ,.E. _y.---------------------------------- Date_-_ ._ '..1�_-__ .: '_.. Test Pit No. 1...... .......minutes per inch Depth of Test Pit____________________ Depth to ground �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ••-••- --_..---•-•••................•-•------•-------•----..._...•--•--•--•----•---.....................................................D Description of Soil...... --------� .............................� V ....---•-•-•-•-•--•-••----••-••-----•-•......•-•---•-••-•---••••--•----•-----•-•--•-•._.........-•--•-•--------------•--•._..._-..._••----•--••-•-----••-•-•-•••-.....•--•--•----••---•-•••------- W -•-•-•-•-----------------------•••-...•---•-•---•-._....-•••--••----•---•--•----....•-----•--•--••-••----•••••-•------------------•••-••---••-•-•---•-•................................................ r, U Nature of Repairs or Alterations—Answer when applicable..................................... t Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 1ITL is 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of he th •-'--'"""''-'-•"""n / _..._.. - _ __ ___ _ _________r._...___ .._.__._._ ..lp - ......_ C............. .. A/ ....- Application Approved By.......... ��_._•(-/-/.................•----•----•------•-----...........--••--.._. ....... -- �---•----------•-•-----•--•-••.Date--------.._.Application Disapproved for the following reasons___________________________________________________________ .. •-------•-••--•------•-•...------•------•-----•-•-----•-•-----------------•-----.._.._..-•••-------------.--•••-._____--•-••---•---•--••--•-•--•--••-•----------•-•-•-•--•-_.----•---.-..-.•-•----•------ Date PermitNo......-� `� `�"---------------------- Issued.--•------...-------------------........-•-•------•----- Date i THE COMMONWEALTH OF MASSACHUSETTS �___"__P.�BOARD OF HEALTH ................�.�,"�L�✓A�.......OF...... . .�.j�,,_'.'' ..................... TrrtifirFatr laf TnanpliFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) by....................................................., .may..f.st,/..__________------------------------•------•-----•-----------------------------•---------•-••---__-_-__----•--_____-____ Installer at.------- � /1...04V-A- e,0.q0......0-0— -----------•-----•------------•----------•-- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._-.-.__ _ _._.__-_ dated.....-.-.-. 65 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARA TEE THAT THE SYSTEM WILL FUNC SAT15 ACTORY. _ --- DATE............................... .. ................ Inspector.......)--k.................................................................... THE COMMONWEALTH 'OF MASSACHUSETTS BOARD OF HEALTH No.. ...` 9 1, �w� T't} a FEE.... -... Disposal Workv Tnnstrnrtuan rrntit Permission is hereby granted..... l _G ......................._........................................................................... to Construct ( ,or Repair ( ) an Individual Sewage Disposal System at No....... / t C3 T Jr.�i t+Gvfilz= .___?•%i___--_----• YA�'ei.4/i•1' Street as shown on the application for Disposal Works Construction P Nn�---�____ Dated_._.__-_ - .> ______________ PP Permit P 2-• alih— FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS rti LOCUS ' LEGEND G� , + v Ferndale Fe da+e Rd d'• -138 PROPOSED CONTOUR E "'e"eneY C, a 138 PROPOSED SPOT GRADE Rd EXISTING CONTOUR sA + 9-ps° i 10.02 EXISTING SPOT-GRADE ;ne Rd X TEST PIT Rd $ •. e� W. I 1 EXISTING WATER SERVICE oVi BENCHMARK: 5TAKEITACK r o Rd a No., PROVIDE CONCRETE THRUST ELM= 160.00' (A55UMED) 0 EXISTING GAS SERVICE BLOCKS AT ALL BENDS(TYP.).. (CONTRACTOR TO mtmmvp OJHyV - - EXISTING OVERHEAD WIRE J ... t}�. wEsr Man srnr sT N 12047'3GOE LOCUS MAP N.T.S. 130.00' -- 1_� SEPTICTANW'' a GENERAL NOTES: y . _ -90 `� PUMP CHAMBER I , ~ LFORCE MAINShc� 4� 2 I' _ \ t ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �• (� BOARD OF HEALTH AND THE DESIGN ENGINEER. 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS - • -�= --. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ti ¢ f ,. LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: ~, ' C1- — '� 1 EXISTING LEACH PR(APPROX. LOCATION) / / ( � i i —310 CMR 15.405(1)(a): 1 1 SHALL BE LOCATED. PUMPED AND y L21-1/1D , ) _ `~ -- lr FIU;EDWITH SAND A.4' variance, S.A.S. to property line, for o 6' setback. Z ��} I �''� r ;` � EXISTING SEPTIC TANK SHALL —310 CMR 15.221(7) GENERAL CONSTRUCTION REQUIREMENTS: 13.2' "— Be PUMPED.COLLAPSED AND A 2' variance to maximum cover rs uirement of 3', for a N J L. 1..�— 20, ` _ j NO./1455 ` N FI=WITIi SAND maximum cover of 5' over Septic Tamk & Pump Chamber, 177771 I STY./� J 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR FIRM, I v TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �a -Al ¢.� i _ Y V N DESIGN ENGINEER. O i ( i PORCH T.O.F. — I OZ.3J 5-f'ON 1� $ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING II �► r FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN D6 iVE11MAY j y ENGINEER BEFORE CONSTRUCTION CONTINUES. is::.. r f x I: `�h i I 5. ALL ELEVATIONS BASED ON ASSUMED. DATUM. APN 20,10 -02 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF y ( THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ® ( 10, i.±SF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. mtc R-D " 7. WATER SUPPLY PROVIDED BY TOWN WATER MAIN. Ib 1 �,,� 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. I r—� - 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED BY LOAM v�..._._ 512°4736°W I AND SEED AND AS NOTED UNDER SECTION A—A, SHEET 2. L.�.. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 1=DG1r �� PAVEMENT � THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS i IN THE AREA BENEATH AND FOR 5 FT, ON ALL SIDES OF THE S.A.S. ARROWHEAD DRIVE t AND REPLACE WITH..CLEAN FILI AS SPECIFIED IN 310 CMR 255(3). 12. CONTRACTOR SHALL PROVIDE SUFFICIENT BRACING OF EXCAVATED AREAS SO THAT UNDERMINING AND/OR DESTABILIZATION OF ADJACENT STUCTURES DOES NOT OCCUR. I i ,�� OF MAss PROPOSED SEPTIC SYSTEM UPGRADE PETET. McENT EE CIVIL in 145 ARROWHEAD ROAD, HYANNIS, MA -No. 35109 Prepared for: Sergio Colle, 145 Arrowhead Road, Hyannis, MA RE�IST� �� Engineering by: Surveying by: SCALE DRAWN JOB. NO. + F l EngineedrTgWorks HOOD SURVEY GROUP 1"=20' P.T.M. 150-05 12 West Crossfie0 Rood 18 Route 6A DATE CHECKED SHEET NO. Forestdale, MA 02844 Sandwich, MA 02563 (508) 477-5313 (508) 888-1090 5/28/05 P.T.M. 1 of 3. NOTE: TO PREVENT BREAKOUT, THE PROPOSED ELEV. TOP FINISH GRADE SHALL NOT BE < EL:100.00 FOR A DISTANCE OF 15' AROUND THE FOUNDATION FINISH GRADE RANGES FROM 102.8t PERIMETER OF THE S.A.S. (Existing)� F.G.EL; 99.0t F.G.EL:98.0t F.G. EL: 102'.5t Q MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER S.A.S. 36" 35 •' INSTALL RISERS OVER INLET & OUTLET PROVIDE 20" RISER W/COVER OVER 2-500 GALLON LEACHING CHAMBERS INSTALL RISER OVER ONE CHAMBER CELLAR FLOOR USE SPEED LEVELERS IN SERIES WITH STONE—ALL SIDES WITH HEAVY DUTY FRAME & COVER TO WITHIN 6" OF FINISH GRADE PUMP TO WITHIN 6" OF FINISH GRADE L =13'(MAX) I SET TO FINISH GRADE L=10' 4" SCH 40 PVC �0_2" LAYER OF 1 8" TO 1/2" Q 4" SCH 40 PVC 2" SCH 40 PVC a a�®a' ®M® DOUBLE WASHED STONE s" '� ® S= 1% (MIN.) E3 E3 ON a ® S= 2% (MIN.) 10 s FORCE MAIN 2' EFF. DEPTH E3 ®a®® �— ia" io" 4' 5,2' 4' 3/4"-1 WAS a 24" D—SOX WITH DOUBLE WASHED TEE'S ARE TO BE INV.=99.80 STONE a 4" SCH 40 PVC 16" (MIN) INLET TEE EFFECTIVE WIDTH 13.2' ....a... INV.=92.25t 8 INV.=99.63 INV. ELEV.=99.50 INV.=92.50 PROVID COUPLING TEE SHALL NOT EXTEND IE IN TO EXISTING 4" SEWER AT BELOW FLOW LINE TOP CONC. ELEV.=100.3 -. ENTRANCE TO EXISTING TANK INV.=92.25 —BREAKOUT ELEV.=100.00 SEWER INV. EL.=92.9t GAS BAFFLE TO BE INSTSALLED ON INV. ELEV.=99.50 1,0611m OUTLET TEE AS MANUFACTURED BY WE3 0BilTUF—TITE, ZABEL, OR EQUAL BOTTOM ELEV.=97.50 - (See Pump Detail, Sheet 3 of 3) 3' 4 x 8.5' = 17.0' 3' x 5' MIN. ABOVE MAX. SEASONAL EFFECTIVE LENGTH = 23' 1500/500 9ALLON SEPTIC TANK/PUME CHAMBER HIGH GROUNDWATER ELEVATION LEACHING SYSTEM SECTION ADJUSTED HIGH G.W., EL: 91.8 SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND TRUE TOGRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). i SEPTIC SYSTEM PROFILE '' ��P,�" °F 4f,4ss9�y� o PETER T, N.T.S. DESIGN CRITERIA McENTEE o CIVIL SOIL LOG NUMBER OF BEDROOMS: 2 BEDROOMS No. 35109. SEC/SSE��` SOIL TYPE: CLASS I ION \ DATE: MAY 23, 2005 DESIGN PERCOLATION RATE: 2 MIN./IN. SOIL EVALUATOR: PETER McENTEE DAILY FLOW: 220 G.P,D. WITNESS: NOT REQUIRED-CLASS 1 SOILS DESIGN FLOW: 330 G.P.D Lb GARBAGE GRINDER: NO Elev. TP Depth LEACHING AREA REQUIRED: (330) = 445.9 S.F. 102.8 A 0" .74 /5HED SANDY LOAM PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITY IOYR 3/3 t 02.3 6 6" (p ` LOAMY SAND USE 2-500 GALLON LEACHING CHAMBERS IN SERIES No. 145 1OYR 5/8 0 r- ----� 1 STY. SLDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. 100.1 32 NY BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. � ' a - i PORCH T.O.F. - 102.39' TOTAL AREA: 448.4 S.F. a I a- i - M-C SAND DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. 36 d l OYR 6/8 -_-_-- PROPOSED SEPTIC SYSTEM UPGRADE 13' -I 145 ARROWHEAD ROAD, HYANNIS, MA 91.8 132" Prepared for: Sergio Calle, 145 Arrowhead Road, Hyannis, MA S.A.S. LAYOUT NO G.W. ENCOUNTERED Engineering by: Surveying by: SCALE DRAWN JOB. NO. PERC RATE <2 MIN/IN. ("C" HORIZON) EngineeringWorks HOOD SURVEY GROUP N.T.S. P.T.M. 150-05 x 12 West Crossfield Road 18 Route 6A Forestdole, MA 02644 Sandwich, MA 02563 OATS CHECKED SHEET N0. (508) 477-5313 (508) 888-1090 5/28/05 P.T.M. 2 of .3 r s. a �I INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER I WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE FLOAT TO GP 2000 HIGH WATER ALARM PANAL.ON." CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID—TIGHT CABLE CONNECTORS SUPPORTED HOISTING CABLE 7x19 STAINLESS STEEL BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE (3) 5" DIA.OUTLETS 1/8" 'DIAMETER. / 1,760 LB. STRENGTH. WATERTIGHT 15 5" 1_ 6" 2"BALL VALVE w/ UNIONS SCH. 80 PVC �2 INV.(IN)=92.50 GEORGE FISHER CO. MODEL NO. 560 2"SCH. 40 DISCHARGE TO D—BOX 1 " ALARM ON EL: 90.25 2"SCH. 40 TEE w/ CLEAN—OUT CAP 15.5" 0 PUMP ON EL: 89.58 ll PROVIDE 1/4" WEEP HOLE IN DISCHARGE 6" 8 PUMP OFF EL: 88,92 24" PIPE FOR SELF—DRAINING FORCE MAIN BOTTOM OF 16" 2" PVC2" PUMP CHAMBER 6 BALL CHECK VALVE SCH. 80 PUMP 87.75 100 P.S.I. FLOWMATIC MODEL No. 208S PROVIDE 2- WIDE ANGLE F4 ATS: 2" SCH. 40 PVC DISCHARGE PIPE DISTRIBUTION BOX FLOAT NO.1: PUMP ON/OFF (BARNES 073618) BARNES SEV412 PUMP .5 H.P. 115 V FLOAT N0.2: ALARM ACTIVATION (BARNES 073612) 2" DISCHARGE PASSING 2" SOLIDS N.T.S. PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT THROUGH WIGGEN PRECAST CORP.,. BOURNE MA. (800) 564-6774 PUMP & ACCESSORIES AVAILABLE 'THROUGH WILLIAMSON ELECTRIC (781) 444-6800 ' PUMP DETAIL -4 N.T.S. 20" Dio. Covers (Typ.) 4 6" Dia. Inlets 8" 4" Dia. Outlets 4 .:o # o. I BUOYANCY CALCULATIONS 4° Septic Tank/Pump Chamber Unit 6'.-2" 4`-9' 48" Liquid Level 4'-5" ! NOT REQUIRED-NO GROUNDWATER 6" DOSING & STORAGE. REQUIREMENTS 5" C ION DESIGN FLOW: 330 GPD DOSING REQUIRED: 4 CYCLES/DAY (SAND) 12'-2" 330 _ 4=82.5 GALLLONS/CYCLE +' DISTANCE REQUIRED BETWEEN PUMP 3 - 20" 0ic. coves ( I ON AND PUMP OFF FLOATS: J I ( } 82.5 GAL/CYCLE o 125 GAL/FT = 0.66 FT/CYCLE 6'-8 U O p O STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS STORAGE PROVIDED: OF INV.(IN) EL:92.25 - PUMP ON EL:89.58 =2.67' L =�� MgSs9��G STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.75 GALLONS 6" Dia. Outlets PETER PLAN " McENTEE NOTES: CIVIL PROPOSED SEPTIC SYSTEM UPGRADE �' 1. UNIT SHALL BE SEALED, WRAPPED & MADE WATERTIGHT. (` No. 35109 145 ARROWHEAD ROAD, HYANNIS, MA 2. �1) ALL PIPING JOINTS SHALL BE MADE WATERTIGHT. ° 9FC151 1500/500 GALLON CAPACITIES (H-20) S/gyp Prepared for: Sergio Calle, 145 Arrowhead Road, Hyannis, MA Engineering by: Surveying by: SCALE DRAWN JOB. NO. SEPTIC TANK/PUMP CHAMBER i- EngineefingfWorb H�OODe SURVEY CROUP N.T.S. P.T.M. 150-05 12 West Crossld RoodI �' Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. N.T.S. I 5 28 05 (sos) 477-5313 (sob) Pas-loso / / P.T.M. 3 of 3 , .LEGEND HYANNIS •` r^, a sr ;1 LOCUS = r (PROPOSED CONTOUR 'PROPOSED SPOT GRADE r.Y 98 '-- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE BENCHMARK: 5TAKE/TACK t I PROVIDE CONCRETE THRUST ELEV.= 100.00 (ASSUMED) W— EXISTING WATER SERVICE BLOCK5 AT ALL BEND5 (TYP.) • (CONTRACTOR TO PRESERVE)' e v TEST PIT 0 N 12°4T36"E tl & o a i 130.00' • _ _ ,� SEPTIC TANK/-- � !� x -.95 �� PUMP CHAMBER 4 9 L•FORCE MAIN Oy ---- I Z WEST mouN srnETT -/0 p --- /02 t 1 \\\ ---- = LOCUS MAP %/ Q LOCUS INFORMATION PLAN REF: 373/98 9__ TITLE REF: 14088/197 PARCEL ID: MAP 270 PAR. 082/001 O i p 20.9' j/ % /�j v //,WD. FRM.i,, v v v ° EXISTING LEACHING(APPROX. LOCATION) PORCH T.O.F. = IO2.39'� STONE O Iv j SEPTIC SYSTEM 5HALL BE LOCATED, PUMPED AND TP_1 ' / O N REMOVED, REPLACE WITH CLEAN MED. SAND DRIVEWAY rn REPAIR PLAN • TP-2 p LOCATED AT: �s.o' 3 APN� 2 0 - 82 i 145 ARROWHEAD DRIVE ' ,25', �� 1,0,0 i 0-,-5F = HYANNIS, MA `1L• `. (REC RD) PREPARED FOR c 130.00' 3�' (_ . ��' CALLE/READY 12047'36"w ti7 ROOTER EXC. EDGE OF PAVEMENT AUGUST 23, 2016 \ r OF P� s� ARROWHEAD DRIVE . o��D R E Scan GENERAL NOTES: no 'I r I. ALL CHANGES TO THIS PLAN MUSE BE APPROVED BY.THE LOCAL 10. EXISTING LEACHING TO BE CRUSHED, PUMPED AND FILLED. BOARD OF.HEALTH AND THE DESIGN ENGINEER REPLACE WITH CLEAN MEDIUM SAND PER TITLE S. t f ti 2- ALL WORK AND MATERIALS SHALL CONFORM TO THE REOUIREMENTS'ST 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION LOCAL AL RULES AND ENVIRONMENTAL CODE TITLE V. AND ANY APPLICABLE MEYER & SONS INC. L.00AI. RULES AND REGULATIONS. 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT g11CIff1L1Ep PRIOR AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY DE INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING Q DESIGN ENGINEER. �` 14. ALL PIPE TO BE 4" SCH 40 • 1/8"/FT (UNLESS SPEC: OTHERWISE) P.0. B 0 X 981 1 1. ANY THOSE OWN HEREON 4ALLDURI B CONSTRUCTION DIFFERING 15. THE DESIGN of THIS SYSTEM DOES NOT ALLOW. E. SANDWICH, M A 02537 1 FROM THOSE SHOWN HURTER SHALL BE REPORTED TO THE DESIGN ENGINEER MORE CONSTRUCTION CONTINUES y FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING S. ALL ELEVATIONS BASED ON ASSUMED DATUM. ' -6. THE DESIGN ENGINEER IS NOT I 1SIBLE FORjTHE FAILURE OF P H. (508)36 0—3 311 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BEARD OF HEALTH FOR PROPEL INFECTIONS DURING CONSTRUCTION.7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER. i�.. `_ I o x (7 7 4)413—9 46 8 S.ALL AREAS DISTURBEI) DURING CONSTRUCTION S►�L BE RESTORED m e ye r a n d S O n S t i t I e 5 m oil.C a m TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. .w •ti.- 4_ Y_ • - - 9. IT SMALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY` • r THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING ' CONSTRUCTION. I ( . SHEET 1 OF 2 J 1697 r NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS PROPOSED TANK PUMP CHAMBER n-sox I EACHING INSTALL RISERS W/IN 6" OF FINISH GRADE INSTALL RISERS to FINISH GRADE INSTALL RISERS WAN 6- OF FINISH GRADE INSTALL RISERS W/IN 3" OF FINISH GRADE T.O.F. EL.=102.39 EL99.Ot F.G. EL: 103.Ot EL.98.Ot EL.98.Ot FINISH GRADE=103.0 s� MIN. COVER OVER SAS. = 9" 4 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA :YWTAt1_ :: �5 -- EL.93.55sAnrARY rfE 2. OF 3/8" DOUBLE WASHED a L =10'(MAX) 3/4' 4" SCH 40 PVC 2' SCH 40 4" SCH 40 PVCSTONE .OR FILTER FABRIC - SHED DOOUBUB LE WASHED STONE es-2X 6" (MIN.) FORCE' MAIN 6 6 SCH 40 PVC 10" " ® $= 1`% (MIN.) ® 5= 1% (MIN. aaa� ease SOOG ) aaaBaSaaaaa COMP. INV.=100.0 aaaaa a a TEE'S ARE TO BE INV.= 100.20 D-aox 2 EFF. DEPTH aaaaaa aaaaaaaaa 4" SCH 40 PVC PUMP CHAM. INV.= 92.25 TEE SHALL NOT EXTEND 1.50OG GAS BELOW FLOW LINE 4' 2 X 8.5' 4' Exist. Invert COMP. BAFFLE (SEE DETAIL a. w/ FILTER BELOW) (USE DB-5) EFFECTIVE LENGTH = 25' INV.= 92.5 . ... .. ., ,. ����,�� OF ,ltgsfq� ; INV. ELEV.= 99.0Ai 'Ag 'M mg BREAKOUT ARREN M. yGn l EXISTING 1,500/500 GALLON TOP CONC. ELEV.= 100.0 ELEV.= 100.0 2-COMPARTMENT SEPTIC TANK " 14� INV. ELEV.= 99.0 as NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING (suitable for re-use) aaaaaaa PIPE INVERTS PRIOR TO CONSTRUCTION. '�`G�STE aaaaaaa 2) D-BOX SHALL BE SET TRUE TO GRADE BOTTOM EL.= 97.0 11=F:3=2=1=E31E33E3 ON A MECHANICALLY COMPACTED SIX INCH SgNITAY,\a �, 3.75' 5 FT. r5' CRUSHED STONE BASE AS SPECIFIED bIN 310 CMR 15.221(2). SEPTIC SYSTEM PROFILESEPARATION 7.30 FT. EFFECTIVE WIDTH = 3) INSTALL PVC INLET/OUTLET TEES IN SEPTIC TANK AS REQUIRED. 4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE BOTTOM OF TESTHOLE EL: 90.30 SOIL ABSORPTION SYSTEM (SECTION) AS MANUFACTURED BY TUF-TITS, ZABEL OR EQUAL. N.T.S. (500 GALLON LEACH CHAMBER) INSTALL 1' PVC CONDUIT TO HOUSE FOR HARING PROVIDE WATERTIGHT CONCRETE RISER 1 WITH WATERTIGHT JOINTS. WARE HIGH WATER ALARM WITH SECURED COVER TO GRADE P#:15127 FLOAT TO GP 2000 HIGH WATER ALARM PANAL CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.°N NEMA 4 JUNCTION BOX CORROSION RESISTANT SOIL LOG & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED I DESIGN CRITERIA HOISTING CABLE 709 STAINLESS STEEL BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE DATE:' AUGUST 9, 2016 1/8" DIAMETER. / 1.760 LB. STRENGTH. WATERTIGHT SOIL EVALUATOR: DARREN M. MEYER, R.S. NUMBER OF BEDROOMS: 2 BEDROOM DWELLING/3 BEDROOM DESIGN 2"BALL VALVE w/ UNIONS SCH. 80 PVC WITNESS: DAVE STANTON, BARNS HEALTH SOIL TEXTURAL CLASS: CLASS I PC INV.(OUT)=92.25 GEORGE FISHER CO. MODEL NO. 560 OR EQUAL 2"SCH. 40 DISCHARGE TO D-BOX DESIGN PERCOLATION RATE: <2 MIN/IN ALARM ON EL: 89.58 2"SCH. 40 TEE w/ CLEAN-OUT CAP Elev. 'TP-1 Depth Oev. TP-2 Depth DAILY FLOW: 330 G.P.D. PUMP ON EL: 89.25 PROVIDE 1/4' WEEP HOLE IN DISCHARGE 102.8 A 0" 102.9 A 0" DESIGN FLOW: 330 G.P.D. PUMP OFF EL 89.0 16 T PIPE FOR SELF-DRAINING FORCE MAIN 1� 3/1 LOAMY GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 1 2" BALL CHECK VALVE SCH. 80 PVC 102.22 7' 102.32 7" SEPTIC TANK/PUMP CHAMBER: 330 gpd x 200% = 660 gpd BOTTOM OF INT. P.C. EL 88.25 100 P.S.I. FLOWMATIC MODEL No. 208S B LOAMY S SAPID e 10YR AN LOAMY SAND RE-USE 2-COMP 2,OOG TANK (1,50OG/500G) PROVIDE 2- WIDE ANGLE FLOATS: 2" SCH. 40 PVC DISCHARGE PIPE 10YR 6/6 LEACHING AREA REQUIRED FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL) 100.3 30" 100.4 30" : (330)/0.74 = 445.94 S.F. FLOAT No.2: ALARM ACTIVATION (BARNES 073612 OR EQUAL) BARNES SEV412 PUMP .5 H.P. 115 V C , FINE/MED C FINE/MED DISTRIBUTION BOX: 3 OUTLETS MINIMUM SAND ( (MINIMUM)) 2" DISCHARGE PASSING 2" SOLIDS OR EQUAL SAND PERC O 97.95 SA NOTE: SEPTIC TANK AND PUMP CHAMBER TO BE FACTORY WATERPROOFED AND SEALED WITH THOROSEAL OR EQUAL 2.5Y 6/4 2.5Y 6/4 PUMP & ACCESSORIES AVAILABLE AS A UNIT 97•3o C2 ss" s7.ao 66- USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' THROUGH WIGGEN PRECAST CORP.; BOURNE MA. (800) 564-6774 MED/coARSE C2MEp/ STONE ON SIDES & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D PUMP & ACCESSORIES AVAILABLE THROUGH WIWAMSON ELECTRIC (781) 444-6800 SAND yip 90.40 2.5Y 7/4 150' BOTTOM AREA: 25 x 12.5= 312.5 SF t� PUMP, DETAIL 90•30 z.SY 7 4 'S0" **SPECS ONLY APPLICABLE IF NEW PUMP IS NEEDED" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF N.T.S. PERC RATE <Z MIN/IN. ("Cl" HORIZON)1 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D BUOYANCY CALCULATIONS DOSING & STORAGE REQUIREMENTS N° GROUNDWATER OBSERVED DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd DAILY FLOW: 330 GPD 2,000 2 COMP-SEPTIC TANK DOSING REQUIRED: 8 CYCLES/DAY (SAND) I PROPOSED SEPTIC SYSTEM UPGRADE PLAN 330 -= 8 = 41.25 GALLONS/CYCLE EXISTING TANK, NO GROUNDWATER DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: 145 ARROWHEAD DRIVE, HYANNIS, MA 41.25 GAL/CYCLE- 125 GAL/FT = 0.33 FT/CYCLE (4") ' 1. Darren M• Meyer. R.S.. CSE• hereby certify that I am currently Prepared for: Celle Read Rooter Exc. approved by MADEP pursuant to 310 CMR 15.017 to conduct soil STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS I Design and Site Plan by: SCALE DRAWN DATE evaluations and that the above anolyeia has been performed by me MEYER&SONS,INC. N.T.S. DMM 08/25/1 6 STORAGE PROVIDED: consistent with the requirements of 310 CMR 15.017. 1 further certify INV. EL:98.0 - ALARM ON EL: 95.33 =2.67' that I have passed the Soil Evol. Exam in October, 1999. 64STSPO BIBf EAST SANDWICH,AUi 02537 SHEET N0. STORAGE PROVIDED = 2.67' X 125 GAL/FT = 333.0 GALLONS -2W 2 Of 2 SOIL LOS NO. 1 q6L NO. 2 ,SITE PLAN 2 93 S 9z 4 TOP OF FOUNDATION El.: Z P'r4�SCL ,o_� R,r 5 •; � 9p V 7 • 1 NFC rj oet,f r ° J07 O IN.EL. �G' .EL. � 8" c L 4 K s r y ,� -, �� 11 'a IN.fI. ,G ��7 �' 12 ..• � IN.El. . � �arc� " �c q3 ; � ` � /a"- ' lz +W�1a�-1D JTc - 13 . ` 4' LIQUID LEVEL D/B W/ 6 SUMP as o ��j , ljo Q 0 o =16 f. �� 14 • c c o O ' y PER6 TEST BELTS PRECAST SEPTIC TANK WITH r � :I f;� a � �t��sT LEA69 tk)& 3 PERC RATE: CAST IN PLACE INLET AND EL 8 � F _ ,�� � .#. 6 5¢`` W_NITNESSEO BY: LA -raa �a� �u� r OUTLET T "S PER TITLE Y _ � `� � BOARD If HEALTH SIZE : l oo o CA LL o r� S b Z o To�� � �� A Lo ratjc� ®ATE: � w (8'G" l ©mC x¢'10'v/1nE XS '8 '"y��►/ PROFILE OF PROPOSED SEWAGE SYSTEM - SYSTEM DESIGNED BY THE TOWN OF REGULATIONS . AND STATE TITLE Y FOR SUBSURFACE DISPOSAL IF SEWAOE . SCALE 1/4= 1'' 0" N . B . 1. ALL PIPES SHALL BE SCNEBOLE 40 P.Y.C. SEWER PIPE 7. ALL PIPES SMALL BE SLOPED 1/4v PER FOOT EXCEPT FOR 157• C THE FIRST 2 ' FEET BUT OF THE D/B WHICH SMALL BE LEVEL ,o z 22 0 3. DESIGN FLOW BEDROOMS AT 11® iALDAY PER DA. _ 6Al/DAY SEPTIC TANK SIZE X VS SAL. USE I o 0 0 __ GAL. W/ o u,- BARBADE DISPOSAL L LEACHING SYSTEM: USE ok)F— Lt Lk. 'Dtk iCa'T bl t�I� _ r w! 2' u F -Y o oJ � Al L.L- , Q o u k)o EFFECTIVE AREA : SIDE '►_�'Y��'x yz• � ? 1` ____--- ---- _`° L�-� �. <<--- --�. B O T T O M l-, I o'~r-4 x 1,o0 = �f3 A� Z a -� - Z �.`4 � . t I 1 TOTAL FLOW--- 3-T z -Cy A L TOTAL RE@'D FLOW zzo X I W/ GARBAGE DISPOSAL zo. RESERVE FLOW�9 Z —Z2-Q 1 Z 6AL/DAY Al REFERENCE PLANS : _ -� z -- - - _ APPROVED BY : BO A R D OF HEALTH - � { DATE __. . PROPERTY OWNER _l�y �y �� SITE AND SEWAGE ' PLAN FOR : -- t= BEDROOM SINGLE FAMILY OWELIrMs - - wig. m r� LOT : L- l A r`rzzo� ,-t E �o �� ✓� 10 LjEe ` '°.:m DATE . JL/N� zo, ly $ 3 o rsltjrvAlF��'� �jf3 g DOYLE ASSOCIATES FALMOUTH MASS. r.