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0096 SCUDDER ROAD - Health
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"'{ .If"r�,� j.,�r,:xE i:f¢,df! f �: .�.1�; �.p,,,,, ,p' 8 �i�t s ..yy'�"f ,e,t'+._:d t� �tiM7.Ar" .e�'c6 MR tt •k. ,y� t�y ,.,. , :, ry, ,.1 ;$±aln �v f; �+ 5:. p' {., .�!'+r�, bf : '':�k"t1.:SS n ,. ,,,r..,.-5 - n. a lr#M'.S ,ar'^Y'"tr. ._ IY_',7'ar�d1".- t��, '�„ti)d}/ll�a' 7Cc:_..*. ,-.,2�,d7P, - �"L `, - _ ,....W. ram.,�itis�•1f.- ..r .S�'.r..., y f.siw :..- ,. r_ir f,,•�,li�.,a-. �- � r ,,n w. i4- k1,. s �N: II UQ oe0t V, df y C)U7 Q I r ff7 71 . r� { w�J �c r P TOWN OF BARNSTABLE n r LOCATION (jJ()�� SEWAGE# f VILLAGE ASSESSOR'S MAP&PARCEL ' J p a 7 INSTALLER'S NAME&PHONE NO. �'>toAk '1 SEPTIC TANK CAPACITY e— k tl� 1 �bO 9 c,,L JA Q0% LEACHING FACILITY:(type) :gbts ti 1 t11\ (size) ®o J S X I• NO. OF BEDROOMS \,``�" OWNER - ?'` Cy�(� kA`,a�"`1 PERMIT DATE: ]d1 S.I `�_ COMPLIANCE DATE:' Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C. G .\ Oe c vz- 3 a 9 �' o c 1st - + S��cJ No ram/ I—/ � �d Fee /Vqs THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pphratiou for ioisposaf 6pstrm Construction V fmit Application for a Permit to Construct( ) Repair oe<upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. �O S GV �`fl! Q Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1.21 0�r 4 1\Q_. L`^( <4 Installer' Nor e,Address and Tel.N Designer's Nam Address and Tel.No. Sc '4� '�c�nvl. 3 o�c� �Mcv Q�� Uv����ow� �s� GC.0 �yJ QJ s 0 O"q Type of Building: Dwelling No.of Bedrooms \_ ( Lot Size j g( 'o sq.ft. Garbage Grinder( � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req iced) —%A gpd Design flow provided '_� Gt gpd Plan Date �.s Number of sheets Revision Date Title r L Size of Septic Tank %$'d0 Type of S.A.S. 2 �A a a OCV r ,�,[,�,1 l•3 c3tQf�-(, Description of Soil Nature of Repairs or Alterations(Answer when applicable) S w A b 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 Healt ed Date s Application Approved by Date Application Disapproved by Date for the following reasons Permit No. cam" �( [ -- Date Issued x, No. . "" Fees_ THE COMMONWEp,.,�,LTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Rpplicatlon for Disposal 6pStrm Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System P ndividual Components Location Address or Lot No. S L V�, (� Owner's Name,Address,and Tel.No.Assessor's Map/Parcel `�a C��(� '� �� Z a�e �i S t t Installer's Name,Add less" and Tel.No. J Designer's Name,Address,and Tel.No. S<�� �cCIAVL 3 p\� �lG,rn�ov Q�,v� L(jQ \r,\nUwr lSS Gc% ox�c� Type of Building: Dwelling No.of Bedrooms Lot Size t TO sq.ft. Garbage Grinder(f o Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) u 0 gpd Design flow provided gpd Plan Date ��Number of sheets Revisi n Date Title Size of Septic Tank� � ��(��� Type of S.A.S. Description of Soil \ a f1 !r—) s�� 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 this Board of Health. S'grte"d Date S'" Ci Application Approved by Date ,.. Application Disapproved by Date for the following reasons Permit No. nom — Date Issued ------------------------------------------------------------------------------------------------------- --- - ---------------- 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 V r y�\�_,,� of has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ! �/?— ?� ated Installer Designer Designer c �T��Oy� O C,vr— #bedrooms. , Approved design flow ( r t r G, gpd The issuance of this permit sha not be construed as a guarantee that the system w!&J, designeDate Inspector --=-------=---------------------------------------------------------------------------------------------------------------------------- No. -- 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS bisposal &pstem Construction Permit Permission is hereby granted to Construct( ) Repair(lJ� Upgrade( ) Abandon( ) System located at 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 m/st be^co 'pleted within three years of the date of this pe , i` t. Date / ", Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director 1lARNSTADLE, t Public Health Division 16 9. Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304. Installer& Designer Certification Form Date: 12/17/19 Sewage Permit# (J�� 1a7a Assessor's Map\Parcel 140/27 Designer: David D. Coughanowr RS Installer: Cc� Address: 155 George Ryder Rd South Address: Chatham, MA 02633 -` k U � t; Un $I` was issued a permit to install it Watt—)�) (installer) septic system at 96 Scudder Road based on a design drawn by (address) David Coughanowr dated 6/29/19 (designer) X I certify that. the septic system referenced above was installed substantially according to the design, which may include minor approved changes such its 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 round satistactory. I certify that the system referenced above was constructed in compliance with the terms of the I\A approval letters (if applicable) c� DAVID y ,r.�v D.AVID D. ¢ D. (Ins ignature) 'U C OUGHANC)""m „•,1 I COUGa ,.,.,,• s^ (Designer's Signature) it'll� ner's Sta Ni ff' = ` PLEASE RETURN TO BARNs,rABLE PUBLIC HEAL`I.H DIVISION. CERTIFICATE OF COMPLIANCE w11A, NOT BE ISSUED UN'r[L BOTH THIS FORM AND AS- BU11,T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:VScptic\Designer Certification t'onn Rev N-14-13.doc FORM 11 • SOIL EVALUATOR FORM Page 1 of 3 4 Date: No. ?7 Commonwealth of Massachusetts Massachusetts Soil Suitabi'lio Assessment or On-site Sewa a Disposal Performed By: .?� -• 22..__r/..... �.'.,�..........................:..................................:................................_......__ � .�ly.. Witnessed By: .... ..... ....... � �� owner•,Nwna. _. L.wioe Address aQ/ ,(//�� Addrw,pd LA 1 �GU �� / t Teko" ew Constructlon eRepalr ❑ Office Review Published Soil Survey Available: No ❑ Yes Soil Map Unit C�� ••�/d --3� Year Published �99 Publication Stale �••••••••• .................. Soil Limitations .....::.................................... ................................................ . Drainage Class ' Surficial Geologic Report Available: No ❑ Yes G� Publication Scale � 000 Year Published �, ��n _ ...._............_ a Unit) '' ...................................................f ...... . Geologic Material (Map " ' *'''~' ................_......__ Landform Flood Insurance Rate Map: A Y boundary Above 500 year flood bound No ❑Yes Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map(map unit) ..................................................-................. .......... ............................._.. ..._...._.. Map (map unit) . .. Wetlands Conservancy Program - Current Water Resource Conditions(USGS): Month Range :Above Normal ❑Normal ❑Belvv,Normal l!d' Other References Reviewed: DEP APPROVED FORM-12/07195 M . FORM it - SU1L EVALUAIUR PURM Page 2 of 3 Location Address or Lot No..01 On-site Review Deep Hole Number Date: /� Time: Q.� � Weather Location (identify on site plan) w...:...w.. :.. ..w....�.._.. M ,z..w��... ._� .... .�:.w:w.w ._... .... Land Use . .... :... jQ� �lope (%) C Surface Stones i� . ... . Vegetation'. Landform Position on landscape (sketch on the back) , .:,.... . �. ....... M.. '...... �. ...... .:... Distances from: Open Water Body��Go feet Drainage way .:. feet Possible Wet Area _1�G-�; feet Property Line,> feet Drinking Water Well .. feet Other .,.....—..., _..w... _ DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(Inches) (USDA)' (Munself) Mottling (Structure,Stones, Boulders, Consistency, 96 Gravel) �Z�� 01 o Ri'Y oo Parent Material(geologic) G 2 DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: •/f� - Weeping from Pit Face: Estimated Seasonal High Ground Water: Dt:P wrrnovM FORM•MOMS F ,. _ �,: �. d�� 9� #� ���\ ;V \ �a - p � 3 . � � � 0 .,: Ora ' �r �G q�� FORM-11 - SOIL EVALUATOR FORM Page r g 3of3 Location Address or Lot No. Determinddon,for Seasonal Nigh Water Table . f Method Used: Depth observed standing in observation hole......... inches Depth weeping from sideof observation hole.................. inches Depth to soil mottles inches El Ground water adjustment ................... feet Index Well Number .................. Reading Date ................... Index well level ................... er lever..... :................................................ Adjustment factor ................... Adjusted ground wat Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption.system? PS If not, what is the depth of naturally occurring pervious material? Certification I certify that on /�����s (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date DEP APPROVED FORM-12/07/95 FORM•12 - PERCOLATION TEST cation Address or Lot No. COMMONWEALTH OF MASSACHUSETTS ,Bar/�S'Tcad/e , Massachusetts Percolation Test* Date: , Time:..l�/. r Observation Hole # Z_ Depth of Perc Start Pre-soak End Pre-soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch • Minimum-of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed LJ Site Failed ❑ Performed By: Witnessed By: Comments: DEP APPROVED FORM-IV9719S M TOWN OF BARNSTABLE LOCATION �9 SC<•tjjr'r P-d. SEWAGE # /G'—A17 VILLAGE DS-+.e r wa, to ASSESSOR'S MAP& LOT f �--Oo INSTALLER'S NAME&PHONE NO. J k� A fA&l— n SEPTIC TANK CAPACITY-__11560 LEACHING FACILITY: (type) lQ NO. OF BEDROOMS BUILDER OR OWNER PERMTFDATE:4o —3[ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet: Private;Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility):y - Feet' Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ' w N OHO ; � _ � _.-,. .� � _ P ✓, A - --- ,:: `� ,� ( `U �:i j � .i ` } '�... $ • • - itb . � _ j � .. � �4j � tv ♦ J \ \ or �Y ''• N a1_ f 61 o o �7 No. (s q / Fee ? -I ?/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSA USETTS 01pprication for 33igpooar bpotem Construction Permit Application is hereby made for a.Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No.cJ v a r,a 05_" Owner's Name,Address and Tel.No. 4 Z-i -7 GA S Assessor's Map/Parcel Q® — y,i Installer's Name,Address,and Tel.No. I 'fAf A • f j r Designer's Name,Address and Tel.No. 7���✓=�3-� Type of Building: Dwelling No.of Bedrooms l+- Garbage Grinder( ) Other Type of Building u /r= No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 44 Q gallons per day. Calculated daily flow gallons. Plan Date mil— <. --yG Number of sheets Revision Date Title Description of Soil 1 -in, (t Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b 's and of Health. fy Signed _Date Application Approved by Date Application Disapproved for the ollowing reasons Permit No.��' 7 Date Issued 9 .� No. r7 Fee�•" (. � P $ -7 7/ THE COMMONWEALTH OF MASSACHUSETTS { PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSAC USETTS `91ppCication for -Migooar *pgtem Congtructfon 3permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: r � Location Address or Lot No. _ r 4 Y-9-7(.4 1� ti p , Rib �7 yOwners Na. Address and Tel.No. Assessor's Map/Parcel s fxz .- . ', 1,4 ;,4 ` S • �..nab $r,i�"' Installee's Name,Ad ress,and Te`] No. �j�, + 9{ '�" Designer's Name,Address and Tel.No. 7 7�d�'S S _ Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building WIA No.of Persons Showers( ) Cafeteria( ) Other Fixtures I4 4 Design Flow 44 O gallons per day..Calculated daily flow 4(.6•Z., gallons.. Plan Date `` —�G Number of sheets Revision Date ' Title 1: - _ f Description of Soil 1p 161 4e1 t";i�j II Nature of Repairs or Alterations(Answer when applicable) f 4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system r in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-. Cate of Compliance has been issued b s Broard of Health. Signed e, Date 14P _l Application Approved by t Date Application Disapproved for the ollowing reasons Permit No. / �l Date Issued r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance 1 THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by Installer at has been construct d in accordance ` with the rovisi•ns.-f 't�}a and the for Disposal System Constructip._Pe t No. dated I - Date p � rt p y Inspector THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. — ( —�---------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS t PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Diopaal 6potem Construction 3permit Permission is hereby granted to to construct(X repair( )an On-site Sewage System located at No.# { Street and as described in the above Application for Disposal System Construction Permit. 4 No. Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. Date: 10 31 —Cj/ Approved by Board of Health FORM 11 - SOIL EVALUATOR FORM Page 1 of 3 Date: No. K ?1 Commonwealth of Massachusetts Massachusetts Suitabili Assessment or On-site S a Ibis osal Soil ewa . /lCior�r .rj..� /T Date: �`.� Performed By: ...�� _......_ ............... _ ........................... ._...................................... Witnessed By: o.me.•a wma. L49 1 a A"a / Addraa.and . La • TekpMxie/ . . ew Constructlon U Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes ' Z Soil Ma Unit C Q/. �99-3. Publication Stale • Year Published •••••-•••••••• - ..............:.................._...__ .. ......... Soil Limitations ........................................................... .................... • Drainage Class Surficial Geologic Report Available: No ❑ Yes ZK '� OOo Publication Scale -f �� / YearPublished ... ... .................... ................... .. .........._........................ (Map Unit) .. fib.. Geologic Material ......... ........................_......__ •GI/11................. ............ Landform !"l� ......P.�1�.... ....._... Flood Insurance Rate Map: 00 flood boundary No ❑Yes Above 5 year _ Within 500 year.flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ fr Wetland Area: . _.. National Wetland Inventory Map(map unit) ............................................_.........•...............__w......._._.._.. . Ma ma unit) ..............................._.. Wetlands Conservancy Program p ( P . ) Current Water Resource Conditions(USGS : Month �/ O e :Above Normal ❑Normal ❑delcw.Normal Rang . Other References Reviewed: DEP APPROVED FORM•12107195 . r FORM 11 - SOIL EVALUATOR FORK Page 2of3 Location Address or Lot No. On-site Review Deep Hole Number ell— Date: � � Time:��� � Weather p�� - ./,,.►.'ii�i� Location (identify on site plan) Land Use `�/lope (%) �Surface Stones Vegetation'_ /D%r/�!��.�.. .t/�..�� /��• ... ,�,.,::...:....,µ.. Y,�.; . . . Landform ,/t'I�Lfh�? ... iiy :,... /����►.. .. . �...�. Position on landscape (sketch on the back) �...... . Distances from: Open Water Body,��Gc feet Drainage way ::' feet Possible Wet Area --feet Property Line�e!% feet Drinking Water Well .... feet Other DEEP OBSERVATION HOLE LOO** Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(Inches) (USDA) (Munsek) Mottling (Structure,Stones,Bounders, Consistency, % ool .,Ife zSys' r r MINIMUM OF 2 RULES REQUIREL )POSED DISPOSALAHLA Parent Material(geologic) lo! /a e�-- Depthm8edrock: Death to Groundwater: Standing Water in the Hole: 1��/.� Weeping from Pit Face: O Estimated Seasonal High Ground Water: DEP APPROVED FORM-1WO719S M r , dry i F � �G ale- i ' FORM-11 - SOIL EVALUATOR FORM Page 3 of 3 �t Location Address or Lot No. Determination for Se ter Table Method Used: Depth observed standing in observation hole......... inches Depth weeping from sidc"of observation hole......��.... inches Depth to soil mottles _,r. Q._ inches 0 Ground water adjustment ................... feet Index Well Number .................. Reading Date ................... Index well level .................. Adjustment factor ................... Adjusted ground water level•........................................................ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas the area proposed for the soil absorption system? PS observed throughout If not, what is the depth of naturally occurring pervious material? Certification I certify that on /lll%s (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date DEP APPROVED FORM 12/07/95 FORM'12 - PERCOLATION TEST cation Address or Lot No. :y COMMONWEALTH OF MASSACHUSETTS ,Bar/�Sfadle. , Massachusetts Percolation Test* Date: ,01 X Time:, Observation Hole # z Depth of Perc Start Pre-soak 1 . End Pre-soak Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch ' Minimum-of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed LJ Site Failed ❑ Performed By: Witnessed By: ����� ,f'c�i,•-�, ���. Comments: ;w DEP APPROVED FORM-12/07195 M AsBuilt Page 1 of 1 TOWN OF BARNSTA.BLE c, LOCATION �6 SDK SEWAGE# VILLAGE J, «1 ASSESSOR'S MAP&LOT t lB 04. INSTALLER'S NAME&PHONE NO.. J L,n • A�vy-tn SEPTIC TANK CAPACITY LSD o LEACHING FACII.,M:'(type) 16 it-C 1--trr -to r S (size) Y 6 Z NO.OF BEDROOMS `C BUILDER OR OWNER 'Sd 1,,n PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well aed 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 I A 2 .y Z 0 3 0 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=140027&seq=1 6/27/2019 p OSTERVILL 0� Q EXISTING SOIL ABSORPTION: SYSTEM /S, TO BE �' THIS IS A w/q�^'� o1 ABANDONED /N PLACE. WHERE OLD LEACHING q COLOR . SYSTEM OVERLAPS NEW GALLERY, THAT. PORTION SHALL BE REMOVED AND REPLACED WITH CLEAN PLAN NOT MEDIUM SAND PER TITLE 5. USE COLOR PLAN ONLY FOR INSTALLATION D 3 sc�E FULL DETAIL IS BEST a 0 f VIEWED IN FULL COLOR LOCUS N / GARB z G OT L 0 c u S MAP _ OWED 28� I 29 — LOT 13 28 G��r' ®� ARE - 14503 sf+- � 5 DA..IISS�dIE L PLAN BOOK 4�PAGE 11 ELEVATI(OWN �D 3O ASSR MAP 140 PCL-2Z 1- l 3 0. 0 7 MT§L�§T§E ,? of CONCRETE WATER LINE. _ D WATER GATE O GAS LINE I y GAS GATE O - I 2 UTILITY20 0 4 y t lF POLE / � OAK 30 n `� lbo `q 4 1' o ► • o ® z4'i, PAVED DRIVEWAY ` �`r ' FIAE O / PROPOSED SOIL. x I Q PIT ABSORPTIC) / _ q 3 U. SYSTEM —SEE DETAIL } ON BACK 00 - Q 01��' A®� MINIMAL. / O a` z .=` * ® GRADING Pp. ! s `, ��� I PROPOSE LEGEND SEPTIC COMPONENTS /� � q` ,t: (�/0 1500 GAL ! ; F� :\. �� ( SEPTIC TANK OtJ Q j __ e 9iL fa x DISTRIBUTION BOX EI y . TEST PIT 10 F k, 9O F 0o INSTALLER. MAY MOVE VENT PIPE TO A g 4 DIFFERENT LOCATION. il� rr O a 1.2 NOTE .as N d _ sit- 1= � '� 4 INSTALLER TO CALL ECO-TECH AT TIME OF SCALE: 1 in = 20 ft _. INSTALL AND BEFORE SETTING LEACHING 20 40 'fG> ( CHAMBERS TO. CONFIRM THAT THE. SAND OBSERVED IN THE TEST PITS CONTINUES 0 )0 2 FOR. A MINIMUM OF FOUR FEET BELOW , 0 THE BOTTOM OF THE PROPOSED SOIL PRINT ON ll x 17 in i ABSORPTION SY'STEM. PAPER FOR PROPER SCALE i 1. OF MAs DAVID SgCyos o�P DAVID s9cy�s ,Jo SEWAGE DISPOSAL { p % k SYSTEM PLAN COUGHANOWR H COUGHANOWR .N NO. 1093 (No:.461 -TO SERVE EXISTING -DWELLING S _ RICHARD & -ELIZABETH �Fc►sr �PPROv�� H A S K E L L SqN IP /( P; •1 • J OWNERS) OF RECORD 96 SCUDDER ROAD t _ 155 Goo Ryder Rd s, OSTERVILLE, MA PROPERTY.ADDRESS Chatham, MA 02633 I DavidcouOHotmoil.com DATE: JUNE 29. 2019, i 508 364-0894 PG.1/2 JOBtt ETE-4398'�BcoEi` SOIL , TEST dOG r01810a CALC LATIOW SOIL EVALUATOR: DANIEL P. CROTEAU y DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD WITNESSED BY: ED BARRY. HEALTH DEPT. I NO GROUNDWATER ENCOUNTERED . ; ISEPT TANK, 440 GPD X _2 DAYS = 880 GALLONS TEST PIT 2 MIN/INCH IN C2 & C3 SOILS 1 UG 1500 GALLON SEPTIC TANK IF IN ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER I 1 SOUND STRUCTURAL CONDITION. IF NOT, INSTALL 30.90 INCHES HORIZON TEXTURE (MUNSELU MOTTLES I NEW 1500 GALLON SEPTIC TANK. 0-3 O ORGANIC --- NONE Z DISTRIBUTION BOX: INSTALL UNIT DEPICTED 3-10 A SANDY LOAM 10 YR 313 NONE SOIL ABSORBTION SYSTEM: 10-32 B SANDY LOAM 10 YR 5/6, NONE C. ' THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE 25.57 32-52 Cl SILTY LOAM 2.5 Y 6/2 NONE 1. SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES 52-58 C2 FINE SAND --- NONE PER INCH .= 0.74 GALLONS.PER.DAY. PER SQUARE FOOT. 58-120 --- MEDIUM SAND --- NONE I THE 39.5 ft x 10.33 ft x 2 ft LEACHING GALLERY 20.90 DEPICTED BELOW CAN LEACH: NO GROUNDWATER ENCOUNTERED BOTTOM AREA (39.5 x 10.33) =408 sq. ft. TEST PIT 2 2 MIN/INCH IN C2 & C3 SOILS SIDEWALL AREA = [2x(39.5+10.33)N2 =199 sq. ft. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL- OTHER r - TOTAL AREA = - 607. sq. ft. INCHES HORIZON TEXTURE (MUNSELU MOTTLES 30.1 0-3 O ORGANIC --- NONE . FLOW CAPACITY = 0.74 x 607 = 449 gal/day 3-10 A SANDY LOAM 10 YR 3/3 , NONE ' INSTALL A.39.5 ft x 10.33 ft x 2 ft GALLERY AS CONFIGURED 10-35 B SANDY LOAM 10 YR 5/6 NONE BELOW. FLOW CAPACITY = 449 gol/doy WHICH EXCEEDS 25.60 35-54 C1 SILTY LOAM 2.5 Y 6/2 NONE } THE 440 gol/doy REQUIRED FOR A FOUR BEDROOM DESIGN. { _ _ 54-60 C2 MEDIUM SAND 2.5 Y 5/4 NONE 60-120 --- MEDIUM SAND --- NONE 20.10 _ y� �p MSE D�isT iBu U o �OW UDB-3 H20Y. DIMENSIONS PIPES EXITING.D-BOX TO RUN LEVEL AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN 1500 GALLON SEPTIC TANKTANK C MINA L�L�- 11V DIMENSIONS & DETAIL s FROM USE EXISTING TANK 1F STRUCTURALLY SOUND. N TANK �, �, so PUMP & INSPECT TANK REPLACE WITH A NEW - AS Q-- ^ - AT TIME OF REPAIR 1500 GALLON TANK �. � ¢ IF CRACKED, ROTTED , •�� 6 in STONE BASE. 1 in ,� OR OTHERWISE 21 CROSS SECTION VIEW TAPER � ® COMPROMISED. • '0 5 . ft SOIL, ASSSOoRFIVIOnM - TO 8 in SYSTEM CONSTRUCTION DETAIL USE SHORE PRECAST 500 GALLON LEACHING DRYWELL NOT RYWELL. . TO UNIT 39.5 ft N y N/0 ft-6 / SCALE oo INLET OUTLET COVER COVER STONE N t 77137fti'8.5 ft: 3 ft 8.5 ft 4 ft �3 IN DROP LINE FROM . 1© ;n r, 4 To 500 GALLOM DRYWELL BUILDING l DIMENSIONS & DETAIL D-BOX INSTALL ONE INSPECTION 48 In RISER TO WITHIN THREE LIQUID GAS INCHES OF FINAL GRADE. & INDICATE LOCATION LEVEL BAFFLE ON AS-BUILT p 36 In SEPARATION BETWEEN INLET & OUTLET. 6 In STONE BASE I O USE TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW 102 in �n -INSTALLER TO OBTAIN DISPOSAL WORKS CROSS SECTION VIEW w PERMIT BEFORE STARTING WORK. INSTALL AN APPROVED GEOTEXTILE -ALL COMPONENTS INSTALLED SHALL MEET FABRIC OVER STONE THE MINIMUM REQUIREMENTS OF �O MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). T -ECO-TECH RAPID RESPONSE RECOMMENDS 3/4 !n TO a 24 in ® 9//4 !n TO THE INSTALLATION OF LOW FLOW 28 1-1/2 in GRAVEL c EFFECTIVE® I-i/2 !n GRAVEL FIXTURES & APPLIANCES, AND PERIODIC in o DEPTH m NOPUMPING OF THE SEPTIC TANK. -SYSTEM IS NOT DESIGNED TO WITHSTAND 33 in 58 in 33 in VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 124 in V A RI A NICE RE 0 UES TEE). ALL STONE TO BE DOUBLE WASHED AND FREE OF IRONS, DUST AND FINES IN PLACE MAY BE GRANTED IMMEDIATELY BY HEALTH AGENT OR HEALTH INSPECTOR. - - 310 CMR 15.221(7) - COMPONENT DEPTH TO FINISH GRADE. 36 in MAX REQUIRED -VARIANCE TO 60 in OF COVER REQUESTED: i; , Oo V V l� "R O Li� E TOP OF FOUNDATION RAISE COVERS TO' WIT IIN ALL PIPE ;TO 4 in BE SCH: 40 PVC VENT EL = 32.64 +- 6 in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN PIPE 31:00 DD=BO/N 5. USE MAX RATED USE H-20 EXMT� NG 26.50 UNITS EXISTING 1500 GALLON °00000°aSo PRECAST 000�oou ��p��� ���� 27.82 0000 oQoo 0 moo°-:4o . DRYWELL 25.64 000 ,0000° °00000 EXISTING REFER TO DETAIL BOX S6 in SODL� ABSOGRPTDO�I 25.81 BASE 25.50 SYSTEM --REFER TO 0 6 In STONE BASE IF NEW p EXISTING _ DETAIL BOX - 30 ft 4.5 16 ft 23.50 ESTIMATED SEASONAL BELOW HIGH GROUNDWATER _ 5.00 r PER GIS MAP SEWAGE DISPOSAL SYSTEM PLAN 196 SCUDDER ROAD OSTERVILLE. MA 11JUNE 29. 2019 1 ETE-4398 PG 2/2 . _, - _ _ .::._. .a .__-�._ ` a.. w : , P _ . . • ' . - 1 , , 96 . ; f aP 1 _._ _ te:_Ed1Barr Ma - , r red <:_ }' - - zh . Lot 7 Na water encounte _ . - `� - - � _. :.� _ �_. ; ss '2 'miri I er' ;1�_. _. _ I. Perc P ,J_ � O� F t. 6 � - 1 , � ! � f . ' rT ; ; _ _<. . _ - _,Z, P 1 p Wi_ - _ ? a r. i r } ' � I'f t # t t.. p r i ! .. S i i s 7�1_x I i i t 7 J ILL at _;. - J _i _ __:_ _. _._r__. . __ I .-_ 'P� -- = m - -Lot 8 o� _ i y -- r p , / I �.-} :: ! ;T. :I I _, .L.. - . F_ :. _Erg - -7:. .. s,�-yCon•¢ "� `(� v �, l A : :. . 4 . . -. i -.T- Ire. �JI _ _ x x- .. i_ _ 7 I f . .1 � 1 DTP t _ .... 1. , _ s I _. L , t i 1-- } - - - rssr31 ;. ' 3a _. . _ f _ _ t Z. � _.� .- ._ 1 —i a ;_:: : _ 1 '21' ! ;, .• �' ,ten j I _.i� M � � . . Lot ` 12.. _- 3 ' 4 �ssoo Lot 14.1 x _ s S .: 1 , -_. _: , ; . , 1 } . 4 - - - - ., s yj* 13' Zo 9 M.... � it ? , 10 , i 1 Zb mm . - f 4 •-;- ,.. i ..i. . ...p;. 1.._,.1. t I_ �` t I y, �, I. 1 , ., Septic design ! I I - \ 1 . fi e ? I. i , 4E ap C� tl�s 'o bedrooms - ,- #' V , i vd Disp sal 11 t _ 1 tr �r - 1 . :� i -. } ._ �M i . _ k.- Req o�eachin-g ��_ 1 . `._.._ 1�1Req it • , -r . 01 . .. sept c 'tank 150 r _ :_ _s . _.1 : _ _ . _ i - = xe74h=n333 .0 ~ ; 1 _:_. r Q _ Pk Vi e - 34 _ to— 2x9Q0180x.74' ' - 133 .2 ° �'- k, - s -,i i �.._.,_ - . _ . . _ . �_,:_ 3'�.! Total leaching, 466.2 '� �_ _ _, - „_ __ f - - - . i ------- ,_._�_ . .. T Lot 13 - ," . , _ ., - f' f , ' i 11 _ . . . . . r , 14 I.}, 0 sIt: 1 i- , i } r _ . t a: �., ; i a . ' �i i i CVs t3M t. _11 , `r _ . ao , 6 i - k 11_11 - _ 3 S' c rNa 1 1 { r ' e t !7 - , 5 i K 5 GT = ; { r St- ° ;..,. ° t. , ' 1 »,1 .it r--- _ 1 _, a s , , J 2 catch {`� [ I . w _ Scudder iRoad k _ basinsI � , , j_/1! irll 3G.X Fs , _ :_ _40:'. wider / z i .,, 1 ..: ; -> ` �- . i. _ .__ . •-Use a 0 -�'High�--Cap tY; __._. __ .._. — % t r _ _ I- 1 Infil rat � ±w ac i o - - _. 5 o to s - 2 rows of `each witli .3 ` .. Ls e i . ; , _ . _ _ _I ;`11 on sides and' middle gs' shown1.:. a ... -. . } S 1 I_.._.x I 1 Y j "•sl laj i i I ' . ' - + -i-- Y-j ., .r:,- f. - - , r '_ 1 - ' 4 Mr _ i — 1 _ .. .. - - - - - 1 �_ L 33 5 w pirJ .� o..a `o i f i c ^v i �„ i .I1. - " ,.... t I_. t __ ... .. - - { .: _ .: TY��� I s . I .� . 4 . , � ' �c _ _.__ . .. i - . _ _ . �wc a V FnP` _ t i { a Zi i _ a _ �.t -r I 41 I � ', C� 1� K ! i ` _ . - ., - - _ -}I 1 - t i i , - + _t . a ;. I st.� _ f �..ii2 i�✓4 rIi/i.,•�/i/r,i.N //!�(7 pF- ././.,— //a '�7.0 '.., i _ So 4 } _ - ._ - C� ►J N r ! ' ' _ ° (70 Vax'j _ gyp' i .1.4... .---'_ �' _ _tom-.G�6,I�oe.� IA-.wJ.e.,. _ t ,- .__ _ _-_ . _.-: ___-- — 4 f G :use , 4-i __, _ '�-,L Vd: J c./ mac»a U4`4 E.0 !_ ` I y . ._ . . i . . _ , I - . I . � !{ Tr 1 1 _ .- __.:_ _. C ,. S Q ,., , , %: II', / t /}1 / i/r//! , S !W L `fGNt� r� .,. .. 1• _c. .,. ... _. b _ _ � O. L N t .- 10 �Inf i l rators ,- r 4_ �, rs• .. ,. _,. - . . . t . 1, _ z _ 1 _ ___ l- ___ _f _J_ __ . { .° s .-. G�..F,,,;vr c1.n. ti•-'•gip ! i - 6' { y „.. ._ r __ :: �m=t . —_. z,; Qa..aw -' cepc � 'oaaca - _�.. - - - I, . ..�. oOCi 'L �.. . : -. , , _ _ - . I _ . _.._.__ ». - - - - . t - - Q _..._ __-�s1 r - .. i - - ` , ..�. - - . �` 1 t 1 1 _ � . _ _ - .. - , i tI _ _ _ . .. - -* - of T Site 'Plan Land iin Osterville;' MAC I ! i , , t_ ! ; ~i _ or 'John :Sweeney _ 4 . F O r ' Bein lo ,,..13 as shown on plane in book _ _ _ -4'6 a _. i _ , _ . _: { 1 . . .page 11. .i I. 1 _ , i 1 'Elevations ,are on G 'V , . :. _ ..�. ._ ,. t ` r _ r : - _ _,: _ - -I . s. .. _:_4.. # `_ 1 '' 1 a5 4' - - , . , 1 , . . ' , . - 1 stable board of Health - 11 __ - �.* , a_,: D --.a - - ._ -- _ -_.-----------._ -'---- ---- -- -. - - e gen { 1 . _ _ I _ 1.1 ; - i . Scale 1'�- , . L . . _ , ! r _ .._., ___._, . .._, -30 Date 9-16 . 9 6 ; ..r 1 i , - 'A1 a e.:Engineer n I ., p ., - , j i . I . i ;" i I_ 2 -< i i P- ! .. 1..., _ i_. ' 1 C : .� - } �49 Harb �R a 0 . . Hya�nnis�rMA d601 - .. , f _. ,_..__— ._.. ---`-._-_.- - __,._._—._.+yam.._.__._—__._._ _ �r� 1 ,1-- .. .- i i _ , _ .:- {: 3 . ,. i ,. , F e ..- :w. a r y r{� .._.... .., . . ., I r - '- I ' yTC I .4 - - - - a - , < - - „ - ; - �Is , . . I 1 y .NC 32a9d 4 . , W? �` ,- i•_ A t I .F scjsT1111f��° t . .. 1 , _ a i I ,� . . , _.:_; r- f i. I , .., _ ; .,...- F .1....:.. . - .. .,. ..: - . i- .- i i .. .. - _ I _ _ � -� 1 ° ' - - - e � :._- -:- :._ __ ..___ -..._..I _ ... .--. , i ".l Y , _ - - , 1 t. 1 r :�j 7 i i 1 ! 1 r- I�.�..1 1 -!. •I I 1 I f�, I -{ - - + -M. �.. � ie�-I r-1 r� r t i .sea. Ili _ Tl 'i i" r f_,-_1..3,., ..... .!. i, I :. r E }_�I i. h�G6eem,...