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HomeMy WebLinkAbout0128 OCEAN VIEW AVENUE - Health "'�8-0,cean View Avenue's - Cotult- 034 048 ti i TOWN OF BA�JRNSTABLE o.LOCATION I Qa /� VIEW ftle'E SEWAGE# f 7 VILLAGE ( OQTya'r ASSESSOR'S MAP&PARCEL 0'3� 0 8 INSTALLER'S NAME&PHONE NO.`APEVJ1r C— 0-rT 41�;eS 41 2 i 7 SEPTIC TANK CAPACITY CSC) (a— C.1,0&J LEACHING FACILITY: a 3) Sao r,4 4-10 C AA& (size) J-,Zr63 c 41.5 NO.OF BEDROOMS a OWNER 74 Gt-to4 S S AA AI !�/n;pso�j PERMIT DATE: 03-- ;to 1 COMPLIANCE DATE: DL®( 1 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) N A Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) r N A Feet FURNISHED BY -- I A-Z= 3o` 2 A �3 �-�{• S'1.2 � o 0 A- �_5. 52•b` y s (a T 1 I •�J o. / �N Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for i0isPoW-*pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 12 Owner's Name,Address,and Tel.No.8 a A�c T'h o••.A Assessor's Map/Parcel 03[f—Oe% g 1 Z 6 o v%4 Installer's Name,Address,and Tel.No. dwi d. Eh fyP+�f Designer's Name,Address,and Tel.No. i S1 Co rvw„�i.� Ste' �.- Type of Building: Dwelling No.of Bedrooms S Lot Size �, 'Z`t 1 — sq.ft. Garbage Grinder( ) Other Type of Building f +.� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �j gpd Design flow provided SS'yT� gpd Plan Date y— L[ ^ Zo -7 Number of sheets Z— Revision Date Title 12S OC-C-.tA'h Size of Septic Tank 14—LD Type of S.A.S. L3) Description of Soil t L 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 ealt - � ., Zoe Signed-, Date /p 3 7 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ��� I Date Issued �� � o� No. ' Fee /R9 THE COMMONWEALTH OF MASSACHUSETTS +Entered in computer: a• Yes ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS � r ' g tl�lcati0n for �18�Jo. Stem Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade(,_) A`bandon( ) RIComplete System ❑Individual Components Location Address or Lot No. 1 Z g Gh , � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 03 4/--C)q V' !2 6. U c �, P.mac; v + c. i ✓� Installer's Name;Address,and Tel.No.e,;t toe /+ff�. f Designer's Name,Address,and Tel.No. 5 jr Type of Building: Dwelling No.of Bedrooms Lot Size r / sq.ft. Garbage Grinder( ) Other Type of Building ); k 11 No.of Persons' Showers( ) Cafeteria( ) i Other Fixtures i Design Flow(min.required) I!$ av gpd Design flow provided `` c( gpd Plan Date �� - L r _L v ' Number of sheets Z►- Revision Date Title t -� Size of Septic Tank Type of S.A.S. C Description of Soil r , - r 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 F 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 Idealt Signed-, �. /�, Date .1 � � �� Application Approved by / _- -'- -�.� Date -/ Application Disapproved by,(/ Date for the following reasons Permit No. ,00 7 7 Date Issued m /3 1 ------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO C//ERTIFY,that the On-site Sewage Disposal system Constructed(><I Repaired( ) Upgraded( ) ...Abandoned( )by l Q".LA10 I+ C Vk 'Ll✓' r�- ' at fi: U L-�:iQ1i} 1/� �,,�> �;.�rG¢,,,,�, has been constructed in accordance - -� - - - with the provisions of Title 5 and the for Disposal System Construction Permit No OW- dated Ad /312,W 17 Installer CdLrLe,,,) , tl-t ��L K f r l v+ r''* Designer t" #bedrooms r i Approved design-flow 1 gpd r The issuance of this permit sha l not be construed as a guarantee that the system will function asVR es ed. Date L.d N � � � Ins ector I, p - No. e �5 -- - - - - - - - - - -- -------- Fee / ✓ - r,.' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS r F Misposal 6pstel."ConStrUction permit Permission is hereby granted to Construct oe ) Repair( ) Upgrade( ) Abandon( ) System located at 1 7 C C - t., 0 1,610 t4_111- i 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:Con/�truction must be completed within three years of the date of this permit'. Date a/ 3 1 Approved by �^'-_ — r G�� Town of Barnstable Regulatory Services Richard V. Scali,Interim Director ; • sAety ABM MAM Public Health Division 639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 -r Office: 508-862-4644 Fax: 508-79&6304 Installer& Designer Certification Form - Date: 11111117 Sewage Permit# % —353Assessor's Map\Parcel T `�`�" Designer: ,t'!�+S Aee>iq 2 A'C'• Installer: C4 ; GI_wi 6 Address: it-L6 Rd, Address: CrMMZf-e de �t�1,Du1�. D�yo MCcSl�,ae� 02C��y On AJW, was issued a permit to install a (date) (installer) septic system at 2$ Deem,tllGN' m. based on a design drawn by address B/e2'5 "51 yti, A4_ dated Aprt 'Ll, u1 y (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the 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 constructed in liance with the terms of the IAA approval letters (if applicable) �tk OF JEFFREY EDWIN 0 M7HER ( staller's Signa e) U NO.33489 c"& CIVIL �Q s • ��SIOfdALE ( esi er's Signature) (Affix Design r s tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUH.T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc ' Town of Barnstable P# of THE rqy Department of Regulatory Services BAMSTABLE, : Public Health Division Date aP/P 7 MASS. 039. 200 Main Street,Hyannis MA 02601 AlFO MA't s Date Scheduled a' a.t7 b Time T/9"wl Fee Pd. „ 4 v Soil Suitability Assessment for Sewage Disposal 1 rr /� f Performed By: j�J Z"iG/ F. I�T A.Iwe Witnessed By: t LOCATION & GENERAL:INFORMATION C Location Address I�$ Oa.IA� vlew Ave,. Owner's Name '7-AA-Kjet! `�J�F►�j7�7�TL Gota;t• NA Address Arm"I� Assessor's Map/Parcel: D'�! /0 f/ Engineer's Name$//�j•� 'j/lf!'1 6 hG+ I l NEW CONSTRUCTION REPAIR Telephone#'Seb s;Tv gb05 Land Use I li. Slopes(%) Surface Stones N 6 Distances from: Open Water Body )0 `DO ft Possible Wet Area ? db ft Drinking Water Well /V Drainage Way !�tA• ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) � aka wj r ' ---- Parent material(geologic) OlAhy4k Depth to Bedrock Depth to Groundwater: Standing Water in Hole: N&l�i Weeping from Pit Face �b Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER`TABLE Method Used: M/�f✓ Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: . in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time - Observation Hole# Time at 9" s Depth of Perc �.5 Time at 6" �1 1 Start Pre-soak Time @ Time(9"-6") '7 olL7 End Pre-soak �d Rate Min./Inch Z �� Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Nb 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:\SEPTIC\PERCFORM.DOC J, 4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) U - 19 it A (04 10 yR 3�2 �� S-Iti /P Y sj 9A91 e>t,; 31 � I zo �. �U-� Sid 2•�Y '!� NO yt�Lv'e t DEEP OBSERVATION HOLE LOG Hole'# 'L Depth,from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) low �o R3A l8 . 37 !o mod• sAn •s Y 'l . NO 6rrAml DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) b_ it it ,4 1 a�,,, to Y� 3`ti N Do our s e4�Os 10 YR s1ta DEEP OBSERVATION HOLE LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 4 lam. 10 YR 1/2 Ntj sOd ro vja sb 5rsoi 17,4 G �vza 5dr.A z•sy '`y- A1d Cj ctre� Flood Insurance Rate Mai): Above 500 year flood boundary No_ Yes ✓ Within 500 year boundary No ✓ Yes Within 100 year flood boundary No V Yes 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? YeA If not,what is the depth of naturally occurring pe ious material? Certification I certify that on Zh (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signatures Date—) Q:\SEPTIC\PERCFORM.DOC i BSS D E S I G N TRANSMITTAL LETTER To: Public Health Division Date: November 29, 2016 Town of Barnstable Job Number: 16236 200 Main Street Drawing#: ` N/A Hyannis, MA 02601 Project Name: Simpson X Sent via US Mail 0 Sent via Overnight ❑ Sent via FAX ❑ Client Pick-Up ❑ Hand-Delivered Copies Date Title or Description 1 11/29/16 Soil Suitability Assessment for Sewage Disposal Form for 128 Ocean View Avenue o Drawing 1 11/8/16 Perc test witness fee - $100.00 o Specifications o Cost Estimate o Shop Drawings x Correspondence O Catalog Cuts Q,Permit x,Application Fee COMMENTS: We are submitting the enclosed form and check to request a percolation test at 128 Ocean View Avenue. Please let us know when this test can be put on the schedule. ° As Requested Feel free to contact me if you have any questions. °Approved o Progress x For Approval O For Revision o For Information From: Jeffrey E. Ryther, P.E. BSS Design, Inc 164 Katharine Lee Bates Rd. BSS Design, Inc. Falmouth, MA 02540 508-540-8805 Fax: 548-8313 TOWN OF BARNSTABLE LOCATION Ce SEWAGE # 'Vfl.L AGE /y e'/ ASSESSOR'S MAP & LOT W- INSTALLER'S NAME&PHONE NO. �• MA.GC:-�! �/ �/a�' 'a Q SEPTIC TANK CAPACITY � FACILITY: �'� S �' ! T v�P r BEACHING h'Pe , NO?,OFBEDROOMS _ S (.0—or u.�J BJII.DEROR_OWNER �OrnAqf A A PERMITDATE: ® .COMPLIANCE DATE: II :3I '7 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r _ _ l / � � Q� �✓SS ��'J. r / 1 0 2 ;� 1 eot qd1 _ rLb q_ Feet ( THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for �Bigooal 6p5tem Congtruction Permit Application for a Permit to Construct( . )Repair(j/S Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j a 8 oC e�j a vi C(j (I vc-. Owner's ame,Address and Tel.No. `�o rye,As � Aojn S t vvipSo i) Assessor's Map/Parcel �-O�v`T 0.8 03 -M c,.. to Sao-6�aq Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 3i vCe- h0.Ci4A is tr CAS i cr-��11c 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �ro 9 CC In•d 7_0 NL,4 inn 1 't QJ✓EA kwit 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 iss by this BBoaro of Healt Signed Date A11r./f�Dy Application Approved by Date —Q Application Disapproved for th following reasons Permit No. 1.00` _��Z g Date Issued Fee/ U� 77 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t Yes PUBLIC HEALTH-DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Migponl bpgtem Congtruction Permit Application for a Permit to Construct( )Repair(jl�Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. \a g UC,F,-�Y-\V 1 f t_j ()vc, Owner's Name,Address and Tel.No. , E�\raa + 1\'ti,t S A pso'i Assessor's Map/Parcel t $ O_C e.�A,\-"C v 1-i-A 63 �U 10 �a l lA/ yao-6R Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 131,_C C ho-C c- �' s c F31-t kl.,, �T, OST'er� \Ic 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date- Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �a_DC�t t o wl ra 1 n /�� t ��u"I/ �►oc,1C 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 by this Board of Heal Signed f Date '09lll• 1.9 Application Approved by /? Date F- Application Disapproved for th following reasons i Permit No. ��`�- �>/.2�? Date Issued lc_""��? -U c/ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance � THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (k )Upgraded( ) Abandoned( )by S H o i C k,�'L G -_T_ at l Q 8 QCCA n V t c Lj A,(- Co 7 y,7 has been constructed in accordance with the provisions tof Title 5 and the for Disposal System Construction Permit No. a d L/ tQ� dated 9/7 d c/ Installer' ,r ! �a ccL r s F, Designer The issuance of this ermi A not be construed as a guarantee that the sy a will unction asjdei ed. (� Date "I Inspe o � I`o ----------------------------------------- No. *)Od Ll- 112 � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS x1i5pogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( P<Upgrade( )Abandon( ) System located at J,28 Oce4o v w L.1 4'c. Ct)j u and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 thi p Vit. Date:_ // �1 / Approved by II y 1 i TOWN OF BAR NSTABLE : � LOCATION Io2C7 OCeA��cev � e- SEWAGE # VILLAGE l0 y,'`'� ASSESSOR'S MAP & LOT �e INuALLER'S�NAME&PHONENO. MGM-C-�-��-^ yD?A 9 SEPTIC TANK CAPAC 7 LEACHING FACILITY: (type) :4 'N&OF BEDROOMS S r'n IJ�du�j' BU�L.DER OR,CQWNFZ , P PERMTTDATE: A, 4 COVPLIANCE DATE: 3 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by �0 s f I t a f - a w Ces5PGO J No................ ...... Fss... �� THE COMMONWEALTH OF MASSACHUSETTS _ BOAR® OF ,/H�,�EL /ALTH O.ltJt2 .................OF....,0Q./.:'/.1c1c,S sLIP..--.----------------------•-•---•-----.....__ Aliptiration for Uiopooal Works Tomitrurtion rantit Application is hereby made for a Permit to Construct ( ) or Repair ( ,/�an Individual Sewage Disposal System at: ........•••-••••__Q-Lf.Qn....vy'e,)...1.¢V.�,e ... a�U.i:t:... ...-•--••---•-••------•-•---•---•••---•-•--•-•••-••---•-•......................................... Loca ion-Address or Lot No. ......, ��h. ..1rL�1 � Iet-----•............................... ........................S ...............----------------------................------ Owner Add ss /'I/I a ..JLj...(2 5. ?at1,� �r_.V 1. e �o`Z�- l� IJ S... Pr,... .fr.n�lS., I•�•Lc . Installer Addres d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms...... ..................................Expansio Attic ( ) Garbage Grinder ( ) aOther—Type 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 Length................ Width................ Diameter................ Depth................ x Disposal 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 ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ aTest Pit No. 1................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........................ O Description of Soil............ x U -•-.....•-•••••••-•-•-••---•-••-----------•--•--•---•--...---•-•-•-•-•.........•---------------•-•-•--•--••------•-•---•---••---•••-----•--•----••------••---...--•--•••......---•-•------......-----••. W --•-•-••------------••--•........................•--------•---------------•-.._.....-••-•-••-••••• 1 UNature of Repairs or Alterations—Answer when applicable_.___ . .. _l_Q_G11� ____._. 1/�...!/2......_�eS--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL� p S of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue the obr_ o iealth. Sid ------------------------•.... Application Approved By---••• Aeo_o�. k ------. --�..�L--- ......................... ...............................�jat^ ode' ' Date Application Disapproved for the following reasons---------------------------------------------------------------•----------------------------• a•-............- ••......••••------•-----•-•...--------•..................•---...••-------••----•-•-----••...-•------•••••••••••--•-----------•--•-------•---•--••-•� �1B-••••--••--•-----------------------•------------. �j — -7 8 Date PermitNo......................................................... Issued....................................................... Date No................ ....... Fps... :"""............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH jojci��* ......OF....gj.r^k10,A1, e............................................. Appliratioat for Uisvuual Works Totwtrurtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal System at,: ................_.udean...View /4v.kl:�...otailuit.-- •••-••-••...............•---------••-•••••-• ---• •-----••-•••......---•----............ ._. }�}�}L ca i n-Address or Lot No. imAt..................................... ... .: . -- .... •----------------.............--- Owner ! Addr ss a �'+ It : } C � s.,. 2�! ... Installer o Addres QType of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms.___ ------_••-____-. _-__--__-.Expansio Attic ( ) z Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons._._ .:_.____.____._.._.... Showers ( ) — Cafeteria ( ) Q' Other fixtures -----------=--• •-------------•--•--••••---••-•-• -- -•-- W Design Flow............... .................._...........gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.............gallons Length---------_----- Width................ Diameter................ Depth................ x Disposal 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 ( ) ►-, Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................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........................ a' ----- --- .. O �s - Description of Soil--••--• 41 4' 9r� - = = x •... U ..............................................--........-•-•-•---•-••••••..........::.............•-•-•---•••-•-•••••••-•••-•-•-•••-•••-•••-•----••-•-•-•••-•......---•--•-----•----•-----•......--••••. -- UNature of Repairs or Alterations—Answer when applicable f441 6' ---- -------------------- --------- Agreement The undersigned agrees to install the aforedescribed .Individual Sewage.Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issuee the b r o iealth. /1 le' Application Approved BY E •. -- ........... .... ....................... ............................. Date Application Disapproved for the following redsons:---•-•--••••-••-••--•---•-•-----•--••-•--••--•••...•••••••-----------------------------------------------•--••- Date - i Permit No.................. ':::......._...........-•-•--........ Issued...... Date TH'E COMMONWEALTH OF MASSACHUSETTS 4 w Rr¢. BOARD OF EALTH '`�'?..o F...:......... .:....:...:..::...............:..................................... Qurrtifiratr of Toutpliaurr TW ISTfi CERTIFY,,That the Individual Sewage Disposal System constructed ( ) or"Repaired Aen' by -•............................•--- ---- j) Ipsgeil �� ` �hastalled in accordance with the provisions of T r of The State Sanitary Code as described in the application for`Disposal Works Construction Permit No. -----------•••. dated THE 'ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM' WILL FUNCTION SATISFACTORY-. z • - DATE.. Inspector l � {•' �'f.''�'s'` �cry�,s'�S,i ;�,t1�l�A xr"�8`M'tirt""�Wl�d 5F?Re t� , THE COMMONWEALTH OF MASSACHUSETTS v BOARD ® HEALTH ...........OF__.......... ll... ... No......j ...... FEE.... .................. o kg T11mitrttrtiott amit Permission is reby granted....... ----- ••-------•-- --- -------- -------------------•-•.__--•-•--- to Constr ( Ur air4 an dividual Sewage Dis'osal Sys Street ^� r 7 r as shown on the application for Disposaf Works Construction Per o.... ____ ..__ ted__._{ ................................ .. ........... ....... ____.. 1 _•-•_ -- __•_______..._._..•......... _ _ __h n # Board of Health' r DATE--- ----'� ----.. .-•� � --._...---- ' FORM 1255 HOBBS & WARREN, INC., PUBLISHERS LOCATION 0A SEWAGE PERMIT NO. �V f L L A G E G/ G l INSTALLER'S ME i ADDRE S 8 U I L D E R OR OWNER DATE PERMIT ISSUED _ D A T E COMPLIANCE ISSUED 3� . � f R _' 1 J E%13TINe - - E>45TRK .4'43/4' r-8 V2. EO E OP rOi"PALL O Fjy $ -. 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RELOCATE ST BSS ;- EX/SANG ELECTRIC SCHOOLLOT 1.0 SERVICE METER D E S I G N.:i BENCHMARK: TOP STORAGE EXISANG OF FIRE HYDRANT o_ j TO BE EXISANG DECK PORCH TO BE `4 ELEVATION 37.77' E N G I N E E R I N G t 3 REMOVED TO BE REMOVED REBOIL T I = EXISANG CESSPOOL TO BE PUMPED COTII/T BAY & SURVEYING'` III N 82"09'06" W 149.73' of HEDGE EMPTY AND _ � k 22vBACKFILLED WI AH ;;w CB FND LOT 11 G G G MAPLE CLEAN SAND FILL. ST www.bssdesign.con-�'", ° 9 CZ )C 35.64 GAS G — W W BSS Design, Incorporatedl:= METER wATE X 35.16 164 Katharine Lee Bates Rd 10,247 SF ME CESSPOOL = _.........�...-- W PIT 35.96 LOCUS Falmouth Massachusetts 02540 10' 51.3 - E SO NDKET 508.540.8805 FAX 508.548.8313 s. rn D TP 3&4 w 28SHOWER---} --.._,s } LIGHTDMH Z Z W TO BE 35, 1 ; s EXISTING 5 BEDROOM W �®® o O o (n N ,`��� REMOVED ��' a HOUSE #128 FLOOR BRICK WALK 34.2 = / ��N OF n�lgSS/ � < �— iO � `' Zj ELEVATION 37.8' 0 < 0 n OB5 \\\\ \ 0 (n 2' TI-IOPv7AS \m O �� II 1 LEACHING CHAMBERS O 35.00�;`!��----" p JACKSON BUNKER ,. LIJ (3) 500 GALLON L Z ;': PROPOSED W NO.32653 1 `� W _ W/4 t OF WASHED STONE ALL—AROUND 26• ENATY STOOP OHW o` o J n Z (� t' & 4' BETWEEN, W/ CONNECTOR PIPES. 34.a5 OH 3 I T`�� BOTTOM AREA: 12.83' X 41.5' 1,500 GALLON PRECAST O DMH ��s Q c i �_ W Q H10 SEP.AC TANK __ PIT = A' 1& - _ 0 A� LAND f0 - M 34.71 CATCH z Q Q 35.20 GRAVEL DRIVE BASIN , LiJ N V) CLo z � � r In 34.41� 149.87 _ - � IP FND GRAVEL DRIVE NOTES' N 84:42'10" W N a ® ���of MSS W a 1. LOCUS IDENTIFICATION: PROPOSED v�� �c,\W Q x Q F" EXISANG SCREEN PORCH .iEFFRE! �� HOUSE No. 128 OCEAN VIEW AVENUE SCREEN TO BE REMOVED }red yl t W O_ W U!) PORCH R f v I U Z ASSESSORS No. 034/048 EXISANG PRECAST of LOT 11 LAND COURT PLAN 9216 E LEACHING PIT TO BED �- U Q O 2. LOCUS IS WITHIN: LOT 12 PBACKFIL LED WIA�UMPED EMPTY D �oFFSS/CNAtE \�c Z � 00 m ZONING DISTRICT: RF CLEAN SAND FILL. < (D t— FLOOD ZONE: X _ BUILDING CODE WIND EXPOSURE CATEGORY: B J m _ ~ AQUIFER PROTECTION OVERLAY DISTRICT LEGEND WIND—BORNE DEBRIS REGION O PROPERTY LINE Z RESOURCES PROTECTION OVERLAY DISTRICT EXISTING STRUCTURES FIRE DISTRICT: C.O.M.M. 0 -0-0�' o FENCE 3. LOCUS IS NOT WITHIN: TP ENDANGERED SPECIES HABITAT 0 TEST PIT scale ZONE II OF A PUBLIC WATER SUPPLY CS ® CONCRETE BOUND PROPOSED STRUCTURES 1" = 20' 4. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF AN .�; EXISTING UTILITY POLE date AS—BUILT SKETCH PROVIDED BY THE BARNSTABLE HEALTH APRIL 21, 2017 DEPARTMENT AND HAS NOT BEEN VERIFIED. 5. BUILDING OFFSETS ARE MEASURED TO CORNER BOARDS, NOT drawn G EXISTING GAS SERVICE MRT FOUNDATION. E EXISTING ELECTRIC SERVICE 6. ELEVATIONS ARE FROM ON—THE—GROUND SURVEY BASED ON check GIS MAP DATUM, BENCH MARK: TOP OF FIRE HYDRANT OHVV OVERHEAD WIRES ELEVATION 37.77' job number 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A W EXISTING WATER SERVICE 16236 TRENCH PERMIT FROM LOCAL MUNICIPALITY IN WHICH THE p�H DRAINAGE MANHOLE title SITE PLAN WORK IS BEING PERFORMED IF REQIURED. 8. CONTRACTOR SHALL NOTIFY DIG—SAFE AT 1-800-322-4844 EXISTING FIRE HYDRANT 0' 20' 40' 60' 1 OF 2 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. I drawing number 9. RESTORE ALL DISTURBED AREAS AFTER CONSTRUCTION. +35.0 EXISTING SPOT GRADE P24-86 Y INSTALL CONCRETE RISER -AS PROFILE IS NOT TO SCALE REQUIRED TO BRING COVERS FF 37.8 SEE SITE PLAN FOR ACTUAL ORIENTATION WITHIN 46" OF FINISH GRADE D E S I G N 35.00 EXISTING GRADE 34.80 35.00 - 34.78 34.76 minimum 2% slope LAWN GRADE ENGINEERING PROPOSED 4" DIA. PVC 33.56 FIRST 2' SHALL & SURVEYING WASTE PIPE BE SET LEVEL CLEAN BACKFILL 1/4" per foot 31.50 2• INV. 33.00 m'^ s' 1 4•. 2 RISERS (ENDS) 32.33 www.bssdesign.com f LIQUID / per ft. min. 1/4 r ft. min. IN " ,peSPECTION PORTS CONCRETE 4" pVC PIPE LEVEL 6" BSS Design, Incorporated FOUNDATION 10" 14" 00 6. °• ° C] C10 r r e r:q� 2"(1/8"-1/2")peastone 164 Katharine Lee Bates Rd 31.97 ° °•'g OR FILTER CLOTH Falmouth Massachusetts 02540 32.48 3" 4' G.B. 32.23K31 �. ga}��,a e°&°e r o� CI '$s;,'•e 9•�,.° �;°g� 2' .80 °, } a 508.540.8805 FAX 508.548.8313 STABLE 29.50 WASHED STONE, Z STABLE COMPACTED BASE COMPACT -10.. SEE NOTE 3. w 26' 10.5 11 BASE I pipe CONNECT CHAMBERS TOGETHER ' 1@D & 2@13' w/4" SCHED. 40 PVC PIPE H SEPTIC TANK THREE 500 GALLON LEACHING CHAMBERS BOX 25't Q a_ Z W DISTRIBUTION SOIL ABSORPTION SYSTEM LLJ� O PRECAST LEACHING. CHAMBER - H2O :2Lt! H'OF rY]gs 1,500 GALLON ONE COMPARTMENT 5 HOLE AASHTO - H2O w 2 �JEFFREY PRECAST SEPTIC TANK - H10 (DB5) J c! z C) HIGH GROUNDWATER EL 5.Ot NAVD ZF EDWIRf r R E HIGH Q J (� � Q � VIL8 � � SUBSURFACE SEWAGE DISPOSAL SYSTEM Q a a- lox � z � NOT TO SCALE V) Z W W SIoIV�1LE 0 .UJ o a. p DESIGN CRITERIA TEST HOLE DATA Q W zQ PERC. RATE: 2 min. inch in C layer Ld o_ W f j GENERAL NOTES NUMBER OF BEDROOMS 5 bedroom design TAKEN BY: Jeffrey E. Ryther, P.E. UZ DESIGN FLOW 110 'gpd/brm WITNESSED BY:David Stanton, Health Agent w < O W 1. All system components shall be installed in TOTAL DAILY FLOW 550 gpd DATE: December 20, 2016 Q Q Q accordancewith the State Environmental Code -Title Z u- m 04 V: Minimum Requirements for the Subsurface Disposal of Sanitary Sewage., and any local rules p � m � � which may be applicable. CL � F-- 2. The Barnstable Health Department & BSS Design CALCULATIONS SOIL LOGS Engineer must be notified when the system is _ ll- 0 OU installed, and prior to backfilling for inspection. Z SEPTIC TANK: ELEV. TH#1 & #2 ELEV. TH#3 & #4 ® Q 3. The stone around the leaching chambers shall 34.77 0 35.0 0 DESIGN FOR USE WITHOUT A GARBAGE GRINDER CL consist of double washed stone ranging from 3/4 to 1-1/2 inches in size and be free of iron, fines, and 550 gpd x 200� = 1100 •gal/day A LOAM A LOAM scale 33.27 18" 33.72 16"n place. The stone shall be covered with at 1,500 gal SEPTIC TANK MINIMUM REQUIRED NOT TO SCALE dust i 1500 l ONE COMPARTMENT TANK B LOAMY SAND B LOAMY -SAND least 2 inch layer of washed stone ranging from , gal P date 1/8 to 1/2 inch in size, and be free of iron, fines, SOIL ABSORPTION SYSTEM.: APRIL 21, 2017 and dust, in place, or filter cloth. THREE 500 GALLON LEACHING CHAMBERS END TO drawn 4. The grade above and adjacent to the leaching 31.69 37" 32.05 36" MRT facility shall slope at least 2% to prevent END, 4 APART, WITH CONNECTOR PIPES BETWEEN, 4' OF STONE BETWEEN & ALL AROUND. C MED SAND C MED SAND checked accumulation of surface water. 5. Sewer pipe shall be 4" diameter schedule 40 PVC or �� LEACHING AREA PROVIDED: STATE TITLE V job number equal at 1/4 per foot (2%) slope min. 6. Flow equalizers shall be installed on the ends of all - 160- 2 gal day )+2(41..5 ))x2.0 x(Q.74) 16236 q = 160.82 al da outlet pipes inside the distribution box. g / y title 7. Contractor shall notify the Engineer if he/she BOTTOM AREA = 12.83= 394.01 gal/day x 41.50 24.77 120" x (0.74) 24.72 124" SSDS DETAILS encounters soil conditions other than those shown . al da 2 OF 2 on the soil log. TOTAL LEACHING CAPACITY = 55483 9 / y Groundwater not encountered drawing number P24-86 t� 7 SHED TO BE o . REMOVED. RELOCATE CB FNDeg BS* �.1 ST EX/SANG ELECn?/C ? MOMLO.T, SERVICE METER BENCHMARK: TOP ® E S i G N STORAGE EXIIS77NG OF FIRE HYDRANT o To BE EX/SANG DECK PORCH TO BE E N G I N E E R L N G ELEVATION 37.7T � " REMOVED TO BE REMOVED REBUILT Vr y o EX/SANG CESSPOOL COTU/T BAY N 82'09'06" W 149.73' of HEDGET EMPTY ANDED ;� � & SURVEYING BACKFILLED W/TH CB FND GJ G ;— G �Ap� CLEAN SAND ,FILL. ST WWW,IJSSCIe$1g11.COCTI LOT 11 to X35.64 ETER G WA x35.16 w O BSS Design, Incorporated 10 247 SF ^ 164 Katharine Lee Bates Rd ME CESSPOOL �:,......_...._ PIT Falmouth.Massachusetts 02,540 LOCUS NA �DCKET 35;96 W 10, 51' 3' O _ SOU 508.540.8805 PAX 508.548.8313 " 72• WIf TP 3&4 28SHOWER��.... ,\ 3 : ucHT,:, .� D®H Z Z °o : ` TO BE 3si , _ EXISTING 5 BEDROOM c� (� O o .:. REMOVED HOUSE #128 FLOOR ¢ Q L 'n 11 O ELEVATION 37.8 , BRICK WALK. , 3a.z oLL_ Q o f Q. W .:. _ O ,� (3) 500-GALLON.LEACHING CHAMBERS Z ::•`= PROPOSED i 01 W 4'f OF WASHED.STOVE ALL—AROUND ;'` `,;: LLJ ENTRY STOOP OHW w W l o JACKSON BUNKER & ' BETWEEN, W/ CONNECTOR PIPES.. 3a•as 26 1,500 GALLON H o � � � W PRECAST O ®H 32Eb3 � BOTTOM AREA: 12.83' X 41.5' N — q:. H10 SEPAC TANK I PIT p ' p p ; > M TP 1& 10' <,::.. :�.; a 34.71 � tsTeti ® Q M ;.:;,•, CATCH Z ��a?9C.LANb „- 3s,zo GRAVEL'DRIVE O BASIN p Li.O M Z 00 ,. ' .; 0 O �j :2 149.87' V 0 N 0 z w w 34.41 (D W Q J IP FND '. GRAVEL DRIVE �_ � w - NOTES: N 8,V 42'10" W o �PL�N,0 M��S� w (CATION: - PROPOSED �y Q o: z Q- 1. LOCUS IDENTIFICATION: PROP EX/SANG SCREEN PORCH t vow JEFFIREY � a Q HOUSE No. 128 OCEAN VIEW AVENUE SCREEN ' TO BE REMOVED � � �QV'�IN � n' ASSESSORS No. 034/048 PORCH ExrsnlvG PRECAST 1 h .I' U U Z LOT 11 LAND COURT PLAN 9216E - f= LEACHING PIT TO BE v �Q O 2. LOCUS IS WITHIN: LOT 12 PUMPED EMPTY AND p �V- ��Q < m BACKF/LLED W/TH Z ZONING DISTRICT: RF CLEAN SAND FILL. ` 8/0NIAL O�N� Q .. FLOOD ZONE: X . . J F-- BUILDING CODE WIND EXPOSURE CATEGORY: B LEGEND M AQUIFER PROTECTION OVERLAY DISTRICT % i f— WIND—BORNE DEBRIS REGION H in RESOURCES PROTECTION OVERLAY DISTRICT 7PROPERTY LINE EXISTING STRUCTURES 0 ¢ U FIRE DISTRICT: C.O.M.M. =o ---«, FENCE 3. LOCUS IS NOT WITHIN: iTP CL ENDANGERED SPECIES HABITAT TEST PIT scale ZONE II OF A PUBLIC WATER SUPPLY CB R® CONCRETE BOUND PROPOSED STRUCTURES 1" = 20' 4. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF AN date AS—BUILT SKETCH PROVIDED BY THE BARNSTABLE HEALTHY EXISTING UTILITY POLE APRIL 21, 2017 DEPARTMENT AND HAS NOT BEEN VERIFIED. 5. BUILDING OFFSETS ARE MEASURED TO CORNER BOARDS, NOT G —+' EXISTING GAS SERVICE drawn FOUNDATION. MRT 6. ELEVATIONS ARE FROM ON—THE—GROUND SURVEY BASED ON E EXISTING ELECTRIC SERVICE checked GIS MAP DATUM, BENCH MARK: TOP OF FIRE HYDRANT OH.. _ OVERHEAD WIRES ELEVATION 37.77' job number 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A W { EXISTING WATER SERVICE 16236 TRENCH PERMIT FROM LOCAL MUNICIPALITY IN WHICH THE r title WORK IS BEING PERFORMED IF REQIURED. ;lDJH DRAINAGE MANHOLE 0, 20'. 40' 60' SITE PLAN 8. CONTRACTOR SHALL NOTIFY DIG—SAFE AT 1-800-322-4844 EXISTING FIRE HYDRANT 1 OF 2 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION:` '�'° drawing number 9. RESTORE ALL DISTURBED AREAS AFTER CONSTRUCTION. 35.0 EXISTING. SPOT GRADE P24-86 d INSTALL'CONCRETE RISER AS PROFILE IS NOT TO SCALE REQUIRED To BRING COVERS BSS FF 37.8 SEE SITE PLAN FOR ACTUAL ORIENTATION WITHIN 6„ OF FINISH GRADE D . E. S I G N 35.00 EXISTING GRADE 34.80 35.00 134.78 34.76 minimum 2%.slope LAWN GRADE ENGINEERING PROPOSED WASTE PIPE 33.56 FIRST 2' SHALL CLEAN BACKFILL & SURVEYING 1/4„ Per foot BEi SET LEVEL , 2. f INV. 33.00 m'^ 3- .!`-- 31.50 2 RISERS (ENDS)- 32.313 WWW.bSSdesign.COm LIQUID 1�4" per ft. min. 1/4:aper ft. min, !!i PORTS BSS Design, Incorporated CONCRETE 4" PVC PIPE LEVEL s� - one 2"(1/8" 1/2")yeast FOUNDATION Io 14 O O O N=31 O9r e �'° 164 Katharine Lee Bates Rd 31.97 m ° " p pp '° '�°�•^8OR FILIER CLOIIiFalmouth Massachusetts 02540 32.48 3 4� °a 'G.B. 32.23 31.80- �'; 9 ae•_' °a¢w o 0 s� 2�;�'°�."� O O O :" 508.540.8805 FAX 508.548.8313 29.50 � a • r. °s•°°• STABLE WASHED STONE, Z STABLE COMPACTED BASE COMPACT SEE SEE NOTE 3. UJ BASE CONNECT CHAMBERS TOGETHER 0 26' 10.5 11 . 2' 3'PiPe wlV' SCHED. 40 PVC PIPE 1 C � & 2@13' THREE 500 GALLON LEACHING CHAMBERS 25'f Q d Z 0 SEPTIC TANK D O L DISTRIBUTION 80X SOIL ABSORPTION SYSTEM � �H bF MAss9 1,500 GALLON ONE COMPARTMENT 5 HOLE AASHTO - H2O PRECAST LEACHING. CHAMBER - H2O w Cn : _ o� JEFFREY ctiG PRECAST SEPTIC TANK H10 (DB5) Z U EDNR � si+, G Ld Q l'TI HIGH GROUNDWATER EL. 5.Ot NAVD > U'VIL � ,� SUBSURFACE SEWAGE DISPOSAL SYSTEM - o Q Q a a_ NOT TO SCALE (/� 2L o z W Cn A� o z W Q_ 0 WX Q > J DESIGN CRITERIA . TEST HOLE DATA Q W Z < PERC. RATE: 2 min. inch in C layer w o_ W Lo GENERAL NOTES NUMBER OF BEDROOMS_, 5 bedroom. design TAKEN BY: Jeffrey E. Ryther, P.E. C V) U Z DESIGN FLOW 110 gpd/brm WITNESSED BY: David Stanton, Health Agent w O X 1. All system components shall be installed in TOTAL DAILY FLOW 550 'gpd DATE: December 20, 2016 accordancewith the State Environmental Code Title Z L 00 m V: Minimum Requirements for the Subsurface Disposal of .Sanitary Sewage, and any local rules which may be applicable. F- 2. The Barnstable Health Department & BSS Design CALCULATIONS SOIL LOGS Engineer must be notified when the system is O installed, and prior to backfilling for inspection. ELEv. TH#1 & #2 ELEV. TH#3 & #4 O z¢ U . 3. The stone around the leaching chambers shall SEPTIC TANK: consist of double washed stone ranging from 3/4 to DESIGN FOR USE WITHOUT A GARBAGE•+GRINDER 34.77 0 35.0 0 � 1-1/2 inches in size and be free of iron, fines, and 550 gpd x 200� = 1100 gal/day, 33 27 A LOAM 18" 33 72 A LOAM 16, scale dust in lace. The stone shall be covered with at 1,500 gal SEPTIC TANK MINIMUM REQUIRED NOT TO 'SCALE p 1,500 gal ONE COMPARTMENT TANK PROVIDED. B LOAMY SAND B LOAMY SAND least a 2 inch layer of washed stone ranging from date 1/8 to 1/2 inch in size, and be free of iron, fines, SOIL ABSORPTION SYSTEM: APRIL 21, 2017 and dust, in place, or filter cloth. THREE 500 GALLON LEACHING CHAMBERS END TO 4. The grade above and adjacent to the leachingdrawn g � END, 4 APART, WITH CONNECTOR PIPES BETWEEN, 31.ss 37" 32.05 36' MRT facility shall slope at least 2% to prevent ' accumulation of surface water. 4 OF STONE BETWEEN & ALL AROUND. c MED SAND C MED SAND checked 5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal at 1/4" per foot (2%) slope min. LEACHING AREA PROVIDED: STATE TITLE V job number 6. Flow equalizers shall be installed on the ends of all SIDE WALL=(2(12.83')+2(41.5'))x2.O'x(0..74) 16236 outlet pipes inside the distribution box. ' = 160.82 gal/day title BOTTOM AREA = 12.83 x 41.50 x (0;74) 7: Contractor shall notify the Engineer if he/she = 394.01 gal/day 24.77 . 120' 24.72 124' SSDS DETAILS encounters soil conditions other than those shown TOTAL LEACHING CAPACITY = 554.83 al on the soil log. 9 /da y Groundwater not encountered drawing number P24-86