Loading...
HomeMy WebLinkAbout0007 HIGH STREET - Health °7 High Street cot-alit -_—. - - A= 035 -024 'f No. _L.J r Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0ppYtcatton for Itgpoal *pztem Cootructton Permit Application for a Permit to Construct( ) Repair( ) Upgrade N Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. : St�1 cm fd t Owner's LName, 1Address,and Tel.No./ (o)-�q0? Assessor's Map/Parcel M►� ?�� � �� 2 V�'I55 Wy ) `Jl' St' 66 utt 5 . Installer's Name,Address,and Tel.No.(Pmpl"pmmAe Jibe 6.1 Designer's Name,Address and Tel.No. 30� D l f 1 b Fb ` &o" u 8 0�0 JG�T �o�le� 33 �A�Su1 A+�� l BJ i�4Af�y ARIA' -rim �/7� �" f'� 2�'Jry�gT t�l +�""' b g Type of Building: ,l Dwelling No.of Bedrooms 7 Lot Size dq I0� sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required q* gpd Design flow provided l�pD gpd Plan Date 9 L Z,o Number of sheets qqI Revision Date Title OA �� � �P5 /bi SVAM- `��� n -7 �yti Ski LoT1��1 ., �����t Mfl' Size of Septic Tank Type of S.A.S. Description of Soil j jAd k- Sow M 1V Apk)A Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by t ' rd e lth. Signed Date G Application Approve Date D Application Disapproved by: -_ Date for the following reasons Permit No. � Date Issued ® .5� 7 Fe e ee Entered in computer: THE COMMONWEALTH' ' OF MASSACHUSETTS to PUBLIC HEALTH DIVISION - T'dVVN OF BARNSTABLE, MASSACHUSETTS Yes Application for Thgpoal �p6tem Con0truction Permit Application for a Permit to Construct Repair Upgrade(X Abandon EI.Complete SystemD Individual Components Location Address or Lot No. si") cofuii- Owner's Name,Address,and Tel.No. qog Assessor's MapiParcel Installer's Name,Address,and Tel.No an py:R designer's Name,Address d Tel.No. 57�19 33 to�ef-iff AVE giwor, Bay MA 'Tj'AA &nnat Fb OOX 2q, nM &,Ie1 Sig ____L ywo 2 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers Cafeteria Other Fixtures Design Flow(min.required) q1t) gpd Design flow provided gpd Plan Date qhi-li,-9� Number of sheets Revision Date Ti '7 _t , t 01ef- t�jkg Tf t1AA t Tine v P5 5 1;* Size of Septic Tank 1-iL)11) Type of S.A.S. Description of Soil lklp iA t_lik- � ^ -�w IV �IQA Z Nature of Repairs or Alterations,(Answer when applicable) Date last inspecteh: 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 sud beenfi'� e y thi d o alth. Signed Date Application Approve Date 7- , - Application Disapproved by: 77­7 �-,: Date for the following reasons 4 L)Permit No. __ 1-7 Date Issued /0 /+7 --------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired Upgraded Abandoned by ?4AA60e Si t H.11r at -4 )1, C4,.if MA aij,< has been constructed in accordance 4 with the provisions of Title 5 and the for Disposal System Construction Permit No. C9097- 1 dated /0/`L- Installer KoPr+ Rollt 1 Pippi Je Ski. &,-6c.L/S Designer fw,4oc1_ bedrooms Lf Approved design flow Ig 0 14 gpd Theit's/z I be construed as a guarantee that the system wil nc des We/m d 06 M 1/,7)1 Inspector V V, issuance o th* (V7�,Q4 -1———————— - --———— LZ No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1wi!5pagal Stem Con5truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( y ) Abandon System located at MA olbl( and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty is.to comply with Title 5 and the following local provisions or special conditii 7pe completed within three years of the d this I Provided: Constructio mu it be com date f Date 7,=-3L Approve by TOWN OF BARNSTABLE LOCATION 1 A �� SEWAGE# VILLAGE Coo f u i .t- ASSESSOR'S MAP&PARCEL 3 S- INSTALLERS NAME&PHONE NO. iZOb "f' i I SEPTIC TANK CAPACITY 1 SOv LEACHING FACILITY:(type) �QQ�C (*n 6e/LS (size) .NO.OF BEDROOMS OWNER- -i�-T �G�y PERMIT DATE: Z COMPLIANCE DATE: 112 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet jPrivate 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 No�sE Cof�;� MCI 0263s-� µ A eta i c 'rAwl QIbK 7o1KC A Poart .� t�awi C. r 14 `+ y 15,1. S 7.db` �9 b 1-1'9" 3XV 7]� n r Town of Barnstable Regulatory Services Thomas F.Geiler,Director RNWABM mma Public Health Division 1659, Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: � %! A7 Sewage Permit# Assessor's Map\Parcel Designer: Installer: ,r;�nc:�_��Gcsv,. , i'�6 Address: L.W Address: ( � S -SeSG A FBI z"ZI0 61 6�� �� %�*nc� .r t F� 0 Z 95C,2 C 2—. ;c L On /D 9 oy, was issued a permit to install a (d te) (installer) septic system at % Al!e,.,-t based on a design drawn by (address) e-6(L i.-►e 1,wc dated ,1 7, -7 (designer) /I certify septic that the s tic '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. y 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. w� OF�,�y t G TIMOTHY d (Installer's Signature) 3 UNNNETT "' No.36856 (Designer's Signature) (Affix Des! , (e) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL_BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc Received Oct-1,1-2007 01:14pm From-6177872260 To—Bennett Engineering Page 001 � y R'OsF 0 A 1. t, �MOc t • 1 olw powt ` IM#q • b a, If 0"&sfev sit �'� dS 2.� #23 HIGH STREET MAP 35 PARCEL 25 fET N/F -L 97 ROBERT J. HURLEY AND CBI )DLE f 142'f \ 1� MAP 35 - a PARCEL 24 �� 24,000 S F± OF 7 7 0 101XB I 1 \ // y(U` /WOAK STORAGE I \ \ x �� , /�/ \ BARN I �' i . ap / INSPEC EAIS77NG PORT if I CESSPOOL 18'OAK 0 I \EX/SnNG PROPOSED . r See Note 11) CESSPOOL CLEANOUT 40�_0- TEET ' -— (See Note 11) O PT TP110 �'Jc ND I / ELM (2) � , ICO, TRS I PROPOSED D-PROP. kTY TRUST ( / CLEANOUT SPRUCE o o •.' �'\ 102x5 I 1o?xl 0 p I OAK 2r 101x8 r PROPOSED OAS °f 6' Wt700GAL i I f FENCE & o S:TANK SHOWER OAK ws � � 100xs - 1 STONE_DRIVE —`-1 L 32' — 102x6 ......:............... EXISTING 102x7 HOUSE 0 7 4 BEDR om 74 m 100x7 TOF_103.18 FF 102x2 r�o ca,)�" ' n m J � il �xl li cv --WV BIT. SIDEWALK 101 Oct-02-2007 11:34am From-Bennett Engineering 5088884867 T-447 P.002/002 F-324 . Fee Pd D SO Su aNUO Asseumentfor Sew gge Disposal LOCATXON&GENERAL UWORMATIOM r?AP 35 PARCEL z1l • Rdtifiglie`d�139V .+�Al�f .aN (�yi) 8£i�-'-1F36$ 3 :' L-s>�8�ie• G�w til dtlaq ��> � she str� c4S �dt iPo ®p"wataa l Poamdbb WatAm_ -!ft DnnfdpgWMW Wett f► DMI-W we ties SWATC=x(fit weds.tEiaaatetans of mt.a dn"M or hot tau&PC=WIM etc wataanda fitPududw to ) _ C-D J. CD tlj s ¢Y �IuaY B6V -�• • Wagon&from Pit AMimttt 1 High Cw=dwaW • 6t9�u�LAB &sgetn Obaaevrd etandWS is abL daa ®eptb t0 me tagltloit verob to fMM dde at at&hW c . 6�41c'�1:U4a� p,ffi tSateu &tie Wand tria1,,,;,,,,,�,,,o p� ...+.+•.�-q�,Oaeueamt 1.eeial *� _ PERGGI TION TUT twin. rim at w rTi �im�s 4Mttau�� G r7 ' Mate gal.bblltlr met 81to �tt�3ttaoda -- AddttmW 7btdag N (yM)� - C*jMW ftbM Kwuh tadvlsieae Ct> etlon mole Data To Be ComptgW on Hatc]e p"ltadjcn6W IM to be�alnmted i iddn 100'•BfF We tlaanal,you mttb9t f1>re4 noft t1►e. -Bs' bl@ 0=84vation DIVIdon at least one(1)-week prjur to begtmulng. fall. ttu1i®euleu3 139uu63-01 1.069 001 8O9-w0ad WegZ tt 10AZ-9A-qad penJ8998 ''-s Oct-02-2007 11 :35am From-Bennett Engineering 5088884867 T-448 P.001/001 F-325 DAW.OBURVATIO?f HOLE LOG Holg# Q b ��ii Hate add-Taist" :IMI cww "11• (ltaoe�. .:fMuaselO (Btt 0tttt� lei ( E3 G s d�3yft i. DICEP®WBRVAM015]ERGLl1:LOC Bole Z �ii 1;<eai�e half•!left®mo t t�fer son ®q� ac c> DBBP®B V'A`h$G?'lR®LB LOG Solo# tta9l Hoattoou halt a1rtP 6Daa 8 N � (M mown (abodm% DERP 013=RVATJEON HoLT LOG col®#...,,� D3pt a sell ttodwn Stl't4ss wm wit C�rnr felt Q 6w (rJ@I®A) OAMMM Won (Stt cwm stm t Ewa �mt��n'� lA2am• 1 � • Al .M ef1 Wi fty NO- 4,tidsm too 3ww Read ear 110 Y" Dams• ��tb®1'l��(E��11� ritta P�w9ette'IbA�..tg>i . at i 8 fbur flit or wFins parvimts trial tatlse In e11 won aboarved t&S man 1w the Boil mot,t stt? If m&P whu Re Om depth of tiaMmIly oeatlfing pwvIcM mawial? I 4neft dim 4(date)I Bavapamd> aril tseraltlssB�+t ittatktn a t►6!lay($� B ofRn% F'a0ntea¢a11ProUaation and that the ve analysis wee periimttttd by me cowbow whb . fins lltqpAtad fib"• titfd daceRW In 410 CMR 15.011. Z18€3 . As!®� tu��®tiu19u3 E1®uu®g�oj VOf9 091 909-wad W892,ll 1002-9"ed peAIMMS Oct-02-2007 11:33am From-Bennett Engineering 5088884867 T-447 P.001/002 F-324 Job No. 1 1 2.t' BENNETT ENGINEERING IILANSY.GT AL LAND SURVEYING.ENGINEERING.@ DEVM-OPME)TM SERVICES ...��. PO BOX 287.SAGAMORE BEACH. MA 02562 PHONE(508)888-4868 FAX(508)888-4867 E-MAIL_TBENNETTCaBENNETTENGSURV.COM Fax Pteaga8l�>re _So8-?9 0- 6 jj!�,'-6 �'1rI�1>3�:_�1aslxrl t-'aA�iS - �����t i �-o•�. Number of pages including cover: 3 i ` t i Message: STizrFTt LoT.xz"C- VVVtf RI.8ENNErrENGSuRv.ICO1N i t r +•v r r vim, �IM.i A&DLg&#JJLG Deparfinat of Regulatory Services $ „ PUbUC Health Division Date 200 Main Sheei,Hyaaais mA 036ol A � . Date Scheduled D Fc®Pd 122 _ Fail Su tabillity Assesftentfor Sewage Disposal PsrFortned'By'�i*� � M Witnessed LOCATION& GENERAL INTO / Location Address � � Address 5r., 6;i�.f,rtA o2.63S Assmssor's Map/perceE AAP 3S W(CL ZLA BnglneWs Name , �enncTT.. ",oee(snc�_ NEW CON t lt'1 1N R9PA_ tC rN of op ) Land We, slopes 5 Surface Stoaea_ G-24) ._ DistanM from: Open W4%v Body �f! Poteiblo W®t Arm_. Drinkteg VI►ater aeq_ � Dreinaga Why — —R Property Lane Other f SK TCHI Ofleet aan%ditnowats of lot,cud lontions of test holes&pert taste,iovate wetlands 4�n proorimity+to hoots) o N 1 M. W mated41 Wolosio Depth to Bed►oQek Depth tooroudwater StandingWaterkRole: �^U weepltg hom Pit Fpca Estimated Stuanal High Groundwater DIMU V NA71ON FOR SEASONAL MG11 WATER TABLE, Method Used:- Depth Observed standing in oba.,holm It, DepR1t 0 sa11 th W"I In. Depth to weeping boat aide of obs,hole: ia. cireuhdwkw Adjutllts t7. Iadag We11 g�,,_ A"nS late: Index Well level...;..m„�,,., Adj,fbctor„,�.,r.�M.(ltauadwa i Laval PERCOLATION TEST Olaervatigq � r` �- vale# _ --- TiM kt IP r N Depth of Vote _ ' 79m At' sure Pre-soak Time @ // /O 111no(9141) Had Pro-mk EN— Rate min/techTU C Site Suitability Assessment: Site Passed Silo ttledt _ Addibonaf Testing Needed(Y/N) odglnal;Public Healtb Division ~Observation dole Data To Be Completed on Sack YY��MYro ***If Pero latiola teat is to be eoodueted within 1001'of wetlands you most first notify the, Barnstable Conservation Division at least one(1),week prior to beginning. 100 aced 2u1Jseu12u3 )leuue9_01 V089 061 909_waj� we9E:11 100E-90-qed peAieaaa DW-OBSMATION HOLE LOG ' Hole# Depth from sail Red= Soll`Texlme :Shcl Galar Soil• Other Surtlaae pn;) (USDA),: (Munselq MaaPms (Structure,Starred;pouldom Con 'StanW& DEEP OBSERVATION ROLE LOG Hole# z- Depth from Soil Horiaon Sail Tature Soil haler Sail Other Surface(in.) (USDA) (tvhtnaelq Moltlins (Sbachn h Stahel,Boulders. DEEP OBSERVA"ON HOLE LOG Hole# ; bepth from Sail Horiaon Sail Taatum Sail Color sail otbtsr Sarfaee Un.) (USDA) Mottrips (Slrudw%Stoaea,Boulders. DEEP OBSERVATION TOLE LOG Holo# Depth ft m . Soil Hoff= Soil Texture soil Dolor mail Other Surface(in.) (USDA) (Monaco) Moulins (Stratum SwA gpulden, Vinod Insurance Rete�tt� Abw a 500 year flood bmmdary No_ 'Yea 'VII{tttin 300 yaar boundary No✓ Within 100 y4 r flood boundary No—t-/ Ytj , Death of Naturallly Qrx;wring-Pervlous M12irial Does at least fbur feet of naturally occurring pervious mtiterlal exist in all 4reas Observed throughout the area proposed for the soil abeorptinn syetem? 65 If not,what is the depth of naturally occurring pervious material? I certify that on V �44 (date)I have passed the toil evaluator eMination approved by the Department of Environalental Protection and that the above analysis was perRotniad by me consistent vuilh . the required training,expertise and lance described in 410 CMR 15.011. • SiEmatat'a , Z00 esed LIlIJ881I N3 IIRM89-01 pass as! 805-moj� me9Z:11 200Z-90-qad peA183ea DESIGN CALCULATIONS CAPACITY REQUIRED - RESIDENTIAL USE: #23 HIGH STREET DESIGN FLOW: MAP 35 PARCEL 25 4 BEDROOMS 0 110 Gal/Day i � 440 Gal/Day REQUIRED #31 HIGH STREET N/F m n cOTulr MAP 35 PARCEL 97 ROBERT J. HURLEY CAPACITY PROVIDED: o BAY N/F 1 s F SEPTIC TANK: , FRANK MANN AND CBDH _ KATRINE T. BIDDLE fnd BENCHMARK DESIGN FLOW X 200%440 Ga1/Day =_ � SITE REQUIRED SIZE = 880 Gal/Day 142'f ELEv=99.10 #18 HIGH STREET -. CATCH BASIN RIM SIZE PROVIDED: 1,500 Gal/Day SCHOOL STREET '\\ � MAP 35 PARCEL 49 7,- LEACHING FACILITY: Za N/F DESIGN PERCOLATION RATE: G5 MPI �"'� HERBERT G. ANDERTON, JR., TR SOIL TEXTURAL CLASS: CLASS I MAP 35 / r : COTUIT FEDERATED CHURCH LONG TERM ACCEPTANCE RATE (LIAR): 0.74 GPD/SF Ram PARCEL 24 / �o� W / �'$ / ,✓� """" NOMINEE TRUST BOTTOM AREA: 40'-0" x 10'-10" = 433 SF 24,000 SF± 10fX6 SIDE AREA: 2'[2(40'-0")+2(10'-10")] = 203 SF CA TCH 1 / / TOTAL AREA: = 636 SF 2� 15"OAK y BASIN (TYP) LOCUS MAP (LTAR): X 0,74 Gal/Day/SF TOTAL CAPACITY = 470 Gal/Day I_ - { /18"OAK 1" = 1,000'f 100x4 SYSTEM IS Q DESIGNED FOR A GARBAGE GRINDER STORAGE BARN I ,i.��. NOTES -�� ,N � PORT INSPECTION C 1 CESSPOOL ,$ pp LOCUS: 7 HIGH STREET CESSPOOL 1$"OAK OAK,y�j r- EX1STJNG PROPOSED' (See Nate 11) I Aw MAP 35 eARCEL 24 CESISPOOL CLEANOUT ao'-o" ( ) 11 See Nofq ✓ r a, #60 SCHOOL STREET ` o fs� MAP 35 PARCEL 23 I 102,Y2 % -. ' p PT TP1 Q'o"ELM OWNER: DWIGHT H. CODY N/F I // 1 o" .,,.� -P s - =Y' .tidy . 1a' ADDRESS: 7 HIGH STREET EDGAR S. AND I ELM (2) PROP. SHRUB COTUIT, MA 02635 co JEAN C. MANGIAFICO, TRS I / PROPOSED o-Box�9.,o SCHOOL STREET REALTY TRUST ( / CLEANOUT SPRUCE O O ;02 I " 102xf `, ° ° Cv rn© I � DEED REF: K 10 4 AGE 293 OAK 6, rep s�/�� PROPOSED aaec I LAN REF: BOOK 311 PAGE 62 H I FEN o STANK r coV l I SHOWER o t0" BOOK 6 PAGE 97 OAK (2> I PROPOSED S.A.S. TO �-� I 4 (4) 500 GALLON FLOOD ZONE \ ! 32' LEACHING CHAMBERS S NE nRr W/ 3' WASHED STONE AROUND ENTIRE SITE IS LOCATED \ f EFFECTIVE AREA: 40'-0" x 10'-10" IN FLOOD ZONE "C" ...... ... m ON FLOOD MAP 250001 0018 D '�'2 EXISTING C!Ij-� EFECTIVE DATE: DULY 2, 1992 �1/2" HANDLE TIrARY 10IpUS R 0 o a 1 ' 1 4 BED 10 ` TOF=10 2.74 ;, 100x ..�; 18* FILTERGE FF=103'18 " �f BENCHMARK 7i \a" SEWER CATCH BASIN RIM PIPE %; } #40 SCHOOL STREET TIMOTHY ELEVATION = 99.10 (ASSUMED) MAP 35 PARCEL 50 SENNETT FILTER N/F ;razz ,r` N/F FEDERATED CHURCH OF COTUIT Mk� s �� $cns BAFFLE LEGEND ,,.� � ��y � . ZABEL A1800 RESIDENTIAL SEPTIC TANK r' / ��` �DEEP„sOBSERVATION' HOLE EFFLUENT FILTER FOR SINGLE FAMILY HOMES. ' PT (600) 221-5742 cv M r f 101f PERCOLATION TEST HOLE FLOW RATE: 800 GPD. r DEWALK tsf3xfl Bir. si .375�f EXISTING SPOT GRADE INSTALLATION: FITS ANY 4" SANITARY TEE EDGE AND SEWAGE PIPE USED AS OF PAVEMENT F MA - �_ - EXISTING CONTOUR ' .. : - A SEPTIC TANK OUTIrET ,BAFFLE. f f EXTEND SEWAGE PIPE AT LEAST s ''-+ (VARIABLE WIDTH) M. W - EXISTING WATER SERVICE ONE INCH BELOW BOTTOM OF STATE TH) `�" U CHILL FILTER CARTRIDGE GASKET. N HIGHWAIY 91$ EE S cTu - G - EXISTING GAS SERVICE LA You T) r� EDGE OF PA VEMENT oWV i S ? `` ✓s D4 WATER VALVE ov D4 GAS VALVE CATCH BASIN SITE PLAN -� #61 SCHOOL STREET METAL SIGN MAP 35 PARCEL 15 0 10 20 30 ■ CONCRETE BOUND N/F #45 SCHOOL STREET `��., METERS JAN RAPP MAP 35 PARCEL14 FEET N/F o 20 40 60 80 THIS MAPPING IS MADE FOR THE COTUIT FEDERATED CHURCH �`'`' GRAPHIC SCALE 1" = 20' PARTY NAMED HEREON, HIS OR HER MORTGAGEE AND GUARANTOR, EXISTING NOTES AND SPECIFICATIONS TEST PIT INFORMATION EXCLUSIVELY: NO FURTHER T.O.F. RISER TO FINISHED INSTALL RISERS TO PERFORATED LIABILITY IS ASSUMED. 102.74 FINISHED GRADE GRADE W LOCKING WITHIN 6" OF PORT NTH SCREW CAP O 0 1. All risers t0 be Watertight. DEEP OBSERVATION HOLE LOG 1 DEEP OBSERVATION HOLE LOG 2 101.75 FINISHED GRADE / BE BROUGHT WITHIN 3" OF 2. All joints to be watertight. ° , SOIL SOIL Only SWCTU E, �AC SOIL SOL �� S,RU�,k c@ 2007 BEN N ETT ENGINEERING INC. DEVICE ON COVER FINISHED GRADE s01L TEXTURE COLOR SOIL I SOIL TEXTURE coLoR SOIL ( , 101.33 Min. FINISHED GRADE FINISHED GRADE. 3. All pipes to be Schedule 40. FEET INCHES HORIZON (USDA) (MUNSELL) MOTTLING sro►IEs, .XDFRS FEET INCHES HORIZON (USDA) (MUNSELL) MOTTLINGSTONM 8DAM TOP EL.=,Ot.O calslslolrr.%6w1Mi1 TOP EL.=101.0 I�Islacr,x a:+tlw;y CRAWL 101.5 I 4. All stone to be double washed. 0-8" A S.L. 5YR 2.5/1 0-$" A S.L. 5YR 2.5/1 REVISIONS SPACE FINISHED GRADE IRRIGATION 5. All components to have a minimum of 9" and a maximum Of 36"of cover. 1 8-16" B L.S. 10YR 7/8 1 B-16" 8 Ls. 10YR 7/8 101.24 TOP OF SEPTIC TANK " 102.25 Max, BOX COVER 6. Contractor to verify all elevations and utility locations prior to construction. Any differences shall be ELEV=100.58 9 Min. 2`I TO GRADE (100Ao Min.) brought to the attention of the engineer. 3 �N 3 L1=31.0 FT. S= 0.01 FT/FT 7. All septic system components to be marked with magnetic marking tape. I sYs-rEM , ;I MEDIUM _ " " 8. There are no known conflicts with Title V, Section 15.220(4)(k) 4 18'124" ° SAND 2.5Y 7/6 LOCATION 4 3 MIN. " 3 MIN. TOP OF CHAMBER 3� Max. L -_ .J L2- 10.o FT. location of public and private water supplies). S= 0.16 FT/FT 6" 12 " L= 10.0 FT. ELEV=99.25 0 9 Min. { p p pp }• 5 m � 9 S= 0.03 FT/FT " 4" SCH 40 FILTER FABRIC 9. There are no known sources of water supply, streams or drains within 100'of the premises. P RC 58 16-120" C MEDIUM 2.5Y 7/6 3" 6 6 DATE DESCRIPTION INIT. 4" scH 40 _ 2 PVC PIPE ° ° ° %% 10. There are no known wetlands within 1.00'of the proposed system. PVC PIPE 4" SCH 40 � Ooo Oo0 00o Oo0 ° INTALL-----.� PVC PIPE �°°° °°�°0000000 oaoo odo o 11. The existing cesspools (2) are to be pumped dry and removed. Remove any spoiled soil within 5'of the 7 7 12" 6" 2' °o�° ° OooI�0o0 4.83x 8.5' LEACHING CHAMBERS o000000 a ZABEL 14% % p °° 000o0oo (4 REQD.) (SEE SEC110N) 0000000 ° o°°° proposed soil absorption system. 8 8 ON SITE SEWAGE DISPOSAL 4'0" MIN. FILTER MIN._iu12. A Zabel Filter is to be Installed at the outlet end of the septic tank. EXIST. HOUSE LIQUID DEPTH (SEE DETAIL) DB INLET 1Nv: 13. The Zabel Filter is to be cleaned on a yearly basis. 9 9 SYSTEM UPGRADE PLAN INVERT 100.75* CORROSION 99.00 14. Use (4) 500gal. leaching chambers,with 3'of washed stone all around. 10 EL=907 10 EL=91.0 T- RESISTAN � \,\\ 40.0' GAS BAFFLE DB OUTLET tNV. 11 11 MAP 3 PARCEL 24 PROPOSED - . 98.83 BOTTOM CHAMBERS 12 12 TANK INLET INV ' - . .. ROPOSED 96.50 99'50 *INSTALL PVC TEES IN TANK OUT INV. 13 13 7 HIGH STREET ACCORDANCE WITH TITLE 5. 99.25 5.8' INVERT ELEV. 98.50 (2% Min.) Finish Grade 14 1 [14- COTUIT, 6" CRUSHED STONE INVERT ELEV. 3/4" TO 1-1/2" Compacted Earth Fill NO GROUNDWATER ENCOUNTERED TO ELEV=90.7 *ALL INVERTS TO BE VERIFIED 98.50 3► Ma DOUBLE WASHED SOIL EXAMINATION PERFORMED BY: TIMOTHY R. BENNETT, PLS BY CONTRACTOR Q.,$IQ$ STONE. In.. DATE: 8/15/2007 'BARNSTABLE MASS- - � TO CONSTRUCTION. ry OOOOQOOp000010 ODOOQO�0p000 " FILTER FABRIC Q o0 0° O o 0 0 0o OO000 g NO GROUNDWATER ENCOUNTERED TO ELEV = 90.7 0 o 0 0 0 24„ PERCOLATION TEST DATA BENNE ENGINEERING p Ooop oao°ao 0 0 o00o a0a 04 NO. DATE ELEV. RATE NOTES PROPOSED 1,500 GALLON PRECAST CON C. 1 8 15 07 C LAYER <5 MPI LAND SURVEYING,ENGINEERING,&DEVELOPMENT'SERVICES SOIL ABSORPTION SYSTEM / / PRECAST CONC. SEPTIC TANK DISTRIBUTION BOX 3 4.8 3 ( ) PO BOX TEL. 508 8884868 3/4" TO 1-1/2" DOUBLE WASHED STONE. 10,8' SAGAMORE BEACH,MA 02562 FAX.(508)888 4867 DRAWN BY: BDH DATE: 9/12/2007 SYSTEM PROFILE (not to scale) SECTION (not to scale) WITNESSED BY: Donna Z. Miorandi, R.S. CHECK BY: RMC SCALE: 1"=20' JOB # 1125 SHEET NO. 1 OF 1 DESIGN CALCULATIONS ,z- z CAPACITY REQUIRED - RESIDENTIAL USE: a a #23 HIGH STREET DESIGN FLOW: o MAP 35 PARCEL 25 4 BEDROOMS 0 110 Gal/Day Z #31 HIGH STREET N/F 440 $ Gal/Day REQUIRED m MAP 35 PARCEL 97 ROBERT J. HURLEY CAPACITY PROVIDED: 9 COTUIT s Q N/F CBDH SEPTIC TANK: BAY y FRANK MANN AND fnd DESIGN FLOW = 440 Gal/Day KATRINE T. BIDDLE BENCHMARK X 200% SITE CATCH BASIN RIM REQUIRED SIZE = 880 Gal/Days \\ ELEV=99.10 #18 HIGH STREET SIZE PROVIDED: 1,560 Gal/Day " SCHOOL STREET 142'f MAP 35 PARCEL 49 LEACHING FACILITY: 7y N/F DESIGN PERCOLATION RATE: <5 MPI $OIL TEXTURAL CLASS: CLASS I MAP 35 HERBERT G. ANDERTON, JR,, TR COTUIT FEDERATED CHURCH LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/5F Boa° PARCEL 24 �o�:• /� �$ //,✓� "�'' NOMINEE TRUST BOTTOM AREA: 40'-0" x 10'-10" = 433 SF 24,000 SF± SIDE AREA: 2'[2(40'-0")+2(10'-10")] = 203 SF CATCH TOTAL AREA: = 636 SF s / R\ 15"OAK BASIN (TYP) (LTAR). X. 0.74 Gal/Day/SF e _ LOCUS MAP k / TOTA!_ CAPACITY `" = 470 Gal/Day 1" = 1,000'f I-- -`{ ,, �i 5�� �/ 16"OAK STORAGE sOc�Xa SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER I 1 �` �Dr�� i�"� •'``� .r� � � .-•� BARN ` r /�" INSPECTION C NOTES i EXISTING PORT " 9 00 CESSPOOL 18 OAK I I (See Note 11) 1 �'� r- LOCUS: 7 HIGH STREET I ExisnNG PROPOSED 0 MAP 35 PARCEL 24 CESSPOOL CLEANOUT 46-0" I #66 SCHOOL STREET ` - ` _-- (See Note 11) lW�� MAP 35 PARCEL 23 I °zXz -% J r � Y PT TP1 h1. 10ELM �, OWNER: DWIGHT H. CODY Q N/F 110" r`I 4 Y r yam=' ,rti t a' ADDRESS: 7 HIGH STREET EDGAR S. AND I / ELM (2) � `� PROP. d SHRUB �11 � COTUIT, MA 02635 co JEAN C. MANGIAFICO, TRS I PROPOSED v-soxvy., 0 SCHOOL STREET REALTY TRUST / CLEANOUT . f SPRUCE O 0 m o I F02X / 102x1 0 0 2 » .� DEED REF: BOOK 10774 PAGE 293 28" k •. O I / OAK pa, s/'�� N PROPOSED one 6 WOOD o a 00 GAL- I FENCE & PLAN REF: BOOK 311 PAGE 62 C,. g-TANK I SHOWER O OAK (2) I BOOK 6 PAGE 97 I a 'i I ,","� g PROPOSED S.A.S. - roNF OI -`-1 (4} 500 GALLON S FLOOD ZONE D LEACHING CHAMBERS W/ 3' WASHED STONE AROUND ,. ENTIRE SITE IS LOCATE \ ........ m EFFECTIVE AREA: 40'-0" x 10'-10" IN FLOOD ZONE "C" . O OD MAP 1/2" HANDLE 102x6 EXISTIN 7 = Ar. m m OEFECTOI VE DATE:2J aLY 12001992 1 SANITARY tC32x7 H�us RD 1� � '� TOF-102.74 100x7 18" FILTER FF_103.18 j(� CARTRIDGE jj BENCHMARK `. � �= CATCH BASIN RIM7t PIPE "�R i m r #40 SCHOOL STREET MAP 35 PARCEL 50 oo� of ELEVATION = 99.10 (ASSUMED) FILTER �p� b U I N/F GASKET C32x2 t�,0 �, J / �Q T9AAOTFIY r a,o � ( FEDERATED CHURCH OF COTUIT R, �x 1 (n>C BEI�IETt WNW GAS BAFFLE �a �b f I LEGEND ZABEL A1800 RESIDENTIAL SEPTIC TANK f ; j TP EFFLUENT FILTER FOR SINGLE FAMILY HOMES. �, Q� DEEP OBSERVATION HOLE O 800 22 1-5742 f GV -�wv T P PERCOLATION TEST HOLE FLOW RATE: 800 GPD. BIT. SlO WALK - �- L=43'f '' �{ 6� 00X0 EXISTING SPOT GRADE INSTALLATION: FITS ANY 4 SANITARY TEE AND SEWAGE PIPE USED AS A 1 EDGE OF PA DEMENT SEPTIC TANK OUTLET BAFFLE. .H N Of M4 , EXISTING CONTOUR EXTEND SEWAGE PIPE AT FEAST i 1 t s VARIABLE W10THoat q�yG - W - EXISTING WATER SERVICE ONE INCH BELOW BOTTOM OF � .� STATE � � � T R/ ET � � � ,�` RD M. �CH RCHIEL c, - G -- EXISTING GAS SERVICE FILTER CARTRIDGE GASKET. N HIGH WgIY _ 191$ LAYOUT) � f s r,TU EDGE OF PA DEMENT f' n. 6 wv WATER VALVE T SSIUNA pq GAS VALVE _"'•-_`'�"�- � �� go BASIN SITE.PLAN#61 SCHOOL STREET -� METAL SIGN _""- MAP 35 PARCEL 15 0 10 20 30 ■ CONCRETE BOUND N/F #45 SCHOOL STREET METERS JAN RAPP MAP 35 PARCEL 14 FEET[ 111 N/F 0 20 40 60 80 THIS MAPPING IS MADE FOR THE COTUIT FEDERATED CHURCH GRAPHIC SCALE 1" = 20' PARTY NAMED HEREON, HIS OR HER MORTGAGEE AND GUARANTOR, TEST PIT 1NF"ORMATION EXCLUSIVELY: NO FURTHER EXISTING NOTES AND SPECIFICATIONS T.O.F. FINISHED GRADE RISER TO FINISHED INSTALL RISERS TO PERFORATED INSPECTION 1. All risers to be watertight. DEEP OBSERVATION HOLE LOG 1 DEEP OBSERVATION HOLE LOG 2 LIABILITY IS ASSUMED. 102.74 101.75 GRADE W/ LOCKING WITHIN 6 OF PORT WITH SCREW CAP TO FINISHED GRADE DEVICE ON COVER FINISHED GRADE BE BROUGHT WITHIN 3" of 2. All joints to be watertight. °�,� solL SOIL DEPTH FROM 101.33 Min. FINISHED GRADE FINISHED GRADE. 3. All I es to be Schedule40. FEET INCHES °sf0 BOULDFRs FESURFACETES TEXTURE SOILSOIL SOIL ow STM © 2007 BEN N ETT ENGINEERING, INC. SOIL TEXTURE COLOR SOILER SOIL pipesBIXLDERS OP EL.-1 D1.0 HORIZON (USDA) (MUNSELL) MOTTLING ci Xpl OP EL.-101.0 HORIZON (USDA) (MUNSELL) MOTTLING x aa>fi)CRAWL 101.5 4. All stone to be double washed. 0-8" A S.L. 5YR 7-5/1 0-W A S.L. 5YR 2.5/1 REVISIONS SPACE FINISHED GRADE IRRIGATION 5. All components to have a minimum of 9" and a maximum of 36"of cover. 1 8-16" B LS 10YR 7/8 1 8-1fi" B L S. 1DYR 7/b 101.24 TOP OF SEPTIC TANK 102.25 Max. BOX COVER 6. Contractor to verify all elevations and utility locations prior to construction. Any differences shall be ELEV=100.58 9 Min. 24" TO GRADE 2 TQP=g925 2 Li=31.0 FT. (100.00 Min.) brought to the attention of the engineer. 3 INVERT 98, 3 7. All septic system components to be marked with magnetic marking tape. I SYSTEM S= 0.01 FT/FT MEDIUM L2=10.0 FT. 3" MIN. 3" MIN. 3' Max. 8. There are no known Conflicts with Title V, Section 15.220(4)(k) 4 16-124" c SAND 2.5Y 7/6 LLoCATION J 4 TOP OF CHAMBER " location of public and dv s= 0.16 FT/FT 6. 12" g" L= 10.0 FT. ELEV=99.25 0 9 Min. ( p p ate water supplies). 5 „ s= 0.03 FT/FT 4" SCH 40 FILTER FABRIC 9. There are no known sources of water supply, streams or drains within 100'of the premises. m P RC 58 5 16-12W C MEDIUM 2.5Y 7/6 4" SCH 40 ""�3" 2"� PVC PIPE 1 /-... ° ° °°°e 10. There are no known wetlands within 1 00'of the proposed system. 6 g SAND DATE DESCRIPTION INIT. PVC PIPE 4" SCH 40 ° °° 000 000 000 000 ° 11. The existing cesspools INTALL---� PVC PIPE " °° o°°° 0000000 4.83'x 8.5' LEACHING CHAMBERS o000000 ° ° g pools(2)are to be pumped dry and removed. Remove any spoiled soil within 5 ofthe 7 7 12" ZABEL 6 2 °0 ° 0000000 ❑000000 ° 14"* 0 0 °° 0000000 (4 REQ D.) (SEE SECTION) or 00000 0..*. proposed soil absorption system. $ 8 ON SITE SEWAGE DISPOSAL 4 0 MIN. FILTER MIN. 12. A Zabel Filter is to be installed at the outlet end of the septic tank. '� (SEE DETAIL)T. HOUSE LIQUID DEPTH OB INLET INV. 13. The Zabel Filter is to be cleaned on a yearly basis. 9 g SYSTEM UPGRADE PLAN L RT 100.75* CORROSION 99.00 14. Use (4) 500gal. leaching chambers,with 3'of washed stone all around. 10 EL=90.7 10 EL=91.0 RESISTANT-r DB OUTLET INV. 40.0' J� GAS BAFFLE 11 11 MAP 35 PARCEL 24 BOTTOM CHAMBERS PROPOSED 98.83 12 12:a : .:..,:. 13 13 7 I-�I+ H STREET TANK INLET INV = ` •^ , _.._ _ PROPOSED 96.50 99.50 *INSTALL PVC TEES IN TANK OUT INV. 99.25 ACCORDANCE WITH TITLE 5. 5.8' INVERT. ELEV. COTUIT, 98.50 (2% Min.) Finish Grade 14 14 6" CRUSHED STONE INVERT ELEV. 3/4" TO 1-1/2" Compacted Earth Fill NO GROUNDWATER ENCOUNTERED TO ELEV=90.7 *ALL INVERTS TO BE VERIFIED 98,50 DOUBLE WASHED BARNSTABLE, MASS. STONE. 3' MaX. SOIL EXAMIINATION PERFORMED BY: TIMOTHY R. BE NETT, PLS BY CONTRACTOR PRIOR �► DATE: 8/15/2007 TO CONSTRUCTION. �.� 9 Min. 000000 O 0000 °000 O 000 O FILTER FABRIC Q" °0000°°°00°00 poop°O°0060 �" NO GROUNDWATER ENCOUNTERED TO ELEV = 90.7 °p o 00 �° ° 0 O 24" PERCOLATION TEST DATA ° 0 0 0 0 BENNETT ENGINEERING a°°o° °o °°o$ 00 0 0p °00o N0. DATE ELEV. 'RATE NOTES ° c° ° °° LAND SURVEYING,ENGINEERING,&DEVELOPMENT SERVICES PROPOSED 1,500 GALLON PRECAST CONC. SOIL ABSORPTION SYSTEM 1 8/15/07 C LAYER �5 MPI PRECAST CONC. SEPTIC TANK DSTRIBUTION BOX 1 3/4" TO 1-1/2" 3' 4.$' 3' PO BOX 297 DOUBLE WASHED TEL.(508)888-4868 STONE. 10.$' SAGAMORE BEACH,MA 02562 FAx.(508)888-4867 DRAWN BY: BDH DATE: 9/12/2007 SYSTEM PROFILE (not to scale) SECTION (not to scale) WITNESSED BY: Donna Z. Miorandi, R.S. CHECK BY: RMC SCALE: 1"=20' JOB # 1125 SHEET NO. 1 OF 1