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HomeMy WebLinkAbout0049 COLONIAL WAY - Health 49 Colonial Way , Barnstable A= 237 054 Fee• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE,MASSACHUSETTS 01pphration for ;Di.�p0$al *pStem Cowaruttiun Permit Application for a Permit to Construct( )Repair( /)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 60-ut oak rYVI Owner's Name,Address and Tel.No. 13�rl7t?rf'J kJ`l'l� �► �YV~��� �i'�'r'.�P6 Assessor's Map/Parcel S 4/1 (t O t eClhr-i ' - d Installer's Name,Address,and.Tel.No. � �. + pI►�d• Designer's Name,Address and Tel.No. as r�n ► .r'tt�f G937 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 . dL I IU -__ tt N Qi gallons per day. Calculated daily flow gallons. Plan Date 24:417 Number of sheets Revision Date V 101"i Title Size of Septic Tank U �z x✓ d1 Type of S.A.S. L,-jet, U la 7j63 Description of Soil See S6vo _jZ _ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: M u re oe � �� �7J�' ��P Y �SPY SL��J'� foi-, vv'.� C �. C wi // he IsSv��C 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 Signed a Date I id,1 Application Approved by Date Application Disapproved for the following reasons Permit No. •'" 0 Dat I ® F e sued ,\ No:,, ,�(�J � •- Fee I T''�; THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTkBLEs M,ASSACHUSETJTS 01pprication for Mi_gpogal *pstem Congtruction Permit Application for a Permit to Construct( . )Repair(� )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4al ul c h rol l owner's Name,Address and Tel.No. 13,rnSfq�1`*/ '�15 m qtl i�y'1 =,'�,'`P1 (� Assessor's Map/Parcel s 45 co I Cn A el � 9n L \" Installer's Name,Address,and Tel.No.� ( )I.S ��-�c�pns'ty� Designer's Name,Address and Tel.No. CSh»Crl IZ,.��,j.,..�.•rii� S+36,2 Ga.,7 ��� C�� ►ih1 1 r�,l �o�)-�/��� M7 Seer 5tiG �& .G. Type of Building: Dwelling No.of Bedrooms "t Lot Size sq.ft. Garbage Grinder( ) i 'Other Type of Building No.of Persons Showers( ) Cafeteria( ) 'Other-Fixtures } Design.Flow i 11 gallon;pc-day. Calculated daily flow gallons. Plan Date PAGE QZ 3-C-C 7 Number of sheets Revision Da'tev'k-­v Title Size of Septic Tank . ( )U Q i; X+-SY-, Type of S.A.S. S 11o�•r L Pyc ti C t.�,•�r.+?�� ��S Description of.Soil Se-e Sol, I L1�,i a jr , Nature of Repairs or Alterations(Answer when applicable) V r Date last inspected: U 5+/ YQ oe Ng' 1 1 d°✓ PY 0-10 t..Agreement: U. C . LV I ! bp The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provision"s of Title 5 of the Environmental Code and not to place the system in operation until a Certifit cate'of Compliance has been issued by this Board of Health. g �Signed / Date j Id' a Application Approved by 4 0 V& Date Appli ac tion Disapproved for the Lhowing reasons_ Permit No. Date Issued y THE COMMONWEALTH OF MASSACHUSETTS y — f=��, BARNSTABLE, MASSACHUSETTS � Certificate of Compliance ' THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired V )ZUpgraded( ) Abandoned( )by I 1 115 : 60 ?rG Sr n Cd at 149 Cc i 0 n,g i k•.�, �, 2�.„e t�, J� rr, has been constructed in accordance with the provisions of Title 5 and:the,for Disposal System Cfonstruction Permit No. dated Installer j'I j 1S_jr>N ,A C.� Designer Cc 1�rt �"" ," �?,'� n� •�. . The issuance of this permit s.,'ill/no be construed as a guarantee that the sysptem--/will function as designed. v Date Inspector i ---j-, —————— --•--- � �------7,----- ---- No.� 7/��� :„ T Fee ---- . ' , THE COMMONWEALTH OF MASSACHUSETTS N.-.� PUBLIC HEALTH DIVISION - BARNSTABLEi MASSACHUSETTS �« rh5pogal *pgtem Con.5truction Permit , . 1, Permission is ereby granted to Construct( )Repair,( )Upgrade l )Abandon System located at 4.1 1 Cc%(C"A% i Ian w 1>a: 4 =, #�,r t / �-� "5 G% ci,. s 4! 111t { and as`described in the above Application forDisposal"Systei�'CNonstruction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Co struction must be completed within three years of the date of this pertrii . Date: > �� Approved by I �/I/� • 71; ,�� i 1 Post L n �e ara �ccgESURVEYIN, G AND I_ 3 ENGINEERING INC. I Donald Desn?arais �Board of Health r5 +Tov^rn of Barnstable 00 Main Street Hyannis, MA 0260I 695 WAREHAM ST. MIDDLEBORO,-M;A... .:.Q2�3. $ ,.- . __ _., _ _. �t,r,rr, t ,, r , ,rr„,� �rrt„,rr,,t,r,t,r �.. .. � � � _ _ / r .. _ - i i;i4 `s ii i. s- cs sss. s .. t. i. i-i's - _ is ._ . . . ... .. {ii •;j .. "� t{i: e � i{ 3 i,t i�i4.4 tf e,t4i iti. i i �., S,. r - M1 r \` Town of Barnstable .�*'THE T° Regulatory Services Thomas F. Geiler,Director r aattxsrAat.tr. r 1�� µ Public Health Division 3 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: T 0 7 Sewage Permit#a,007 Assessor's Map\Parcel a 7 GS ly y Designer: GN wo m /- i Lk e� Installer: t (`y yvr� cah si Address: /t Rre, rr-L Orlu- Address: a f-lx--e /Lo-�� htAJIcL-,6r-V M4 023Y6 On fA 13107 r}th ISroA-eA ConSo4 was issued a permit to install a (date) (installer) septic system at C e 1avh, - I w/wk�z t fi rrti sA/3 -eased on a design.drawn by e , (address) dated p ( esigner) ' 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. Stripout (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. eater than '10 lateral relocation of the SAS or ip' any vertical relocation of any component of the septic system) but in accordance with State & LocaI Regulations. Plan revision.or certified as-built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. I OF 2 2 1 _ (Insta ler's Signature) GLENNI D. ,CANNON s OML (Designer's Signature) (A tamp Here) 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:\Septic\Designer Certification Form Rev 03-09-06.doc OCT.16.2W 8=40A94 BARWTABLE BOARD OF HEPLTH MO.005 P.1/2 I Town ofIjimb able — Da AeA6DM&n Date 9 Die 8cbomW sme*fop Sewage Disposal ,foil Sra!tabi�y Asses . t o C Sav S wimaatt�sYs DoMALD f CZMAAAIS Faxt�tnee BY% `J R F F LOCATION&G 1L U'ORMITON LaaedoalWd�eas /�� CoLon//AL W,+y ' �QrFI/N I— t FCIG� i , Coloar�-1 'J r GANiJonl ENCr. rmW PWAIR i #5-0fa-781 493 �� c'S19En3Ta•AC.- SI�C�. -- g�� — \ • nuum: o�w�eoey goo ra�n�wa�ri,ca>—'�-� Driatdagwa��.....�� F rt > $ tkataage way_... . > � " SI TC-Oftam ,&mod=aSWLmuabmdW d�mw&We Mo.tN&WNUM oinPutbdWmwksa F Co-ri n1 O,IJ e- c� "lam �r��� Af i • i I F • PRo61r,!S tAL"ou-IiWASl� �,coR >I51 Passocr�al1 • • smad61gw�6r m B 1— w °g h"Pft D TION FOR SEASOI "M(;n w,&TM TAM C ¢nabs t xh, NO WWa;;ri -_ PMCOLAITr 1 O 9 0 I I Z,Z 66-64 l l r�IN��► . i nateMiaJa$9► ..�.- ✓ ,, rmntru.T_ a 8'&&dmbftAWPMMU &iftssed . oftimit POWC MOM nnWaa obse�v HoleDamToBeC opt an Beek----®- cif percols WOO W be mod Whhta I00'd Wetlend,'9ou nwst>unt nG"� Barnstsbls: �rvaftjL D9vWm at least one(I. rve�Tc px3or to ba0in • C sPr ra bw,a.aoe a OCT.16.2007 8:40AM BARMSTABLE BOARD OF HEALTH NO.005 P.2/2 'DEEP 0B=vA.TIONHOLE LOG Bole# Dqe o M ita om malbom .Sao cdw NMI • lb tt tip mauft .tt AfJoY coAM: ./0YR3 F1 uk BL4 mwlvc /0-Z9 r3 SAn1D Ana /0 25g Z9-73 C1 aNcY (OA Z_ y 6/ 6 'fs" 73-/5/ CZ SA,V LoA Z.5 y 4 L-t 5YF,She. Fapj Mi+s5,VE: W FIRM SAND N�WkTER .G VEl (�l36 U*AtA rioDLILE4 5`> 513 :D=P 0BMVATIONHOLE LQG. Hole#?_ poefiOm &Hit tiaHTMM _ Shtaor Be oftr Sismce Qn) tV81aA) m me m ! tt naffto,t3Boaas,t3agldae, ©— /k s L IOtt F M 2.5 Y s ,� 2�-7q C, S t_ Z.5 Y t 79-9 C2 L S Z..SYs/6 LOOSE SING EGR'm� 94-12-0 G S L— 2.5 Y S6 ' P OBS'ERVAT�Pi'$OLE LOG Hole#�� De from tid MG&M ftnusmem Soifer sit caw So�et'ta1 (�N .t��0 td (t3u,sm�tt�.tt6ame�. MEEP OBi M VATION HOr,II:LOG Hole# etm) s soe� &BTCKWM nay cS* eai t Maa6na tYaRs Mom 8PAIWL !good bmravie Raft low g6svaS�yv¢a<t�6dly N6_ Yam...-- . ar�e,tns�y�ty Ide_ Yes..:.. i Wh*100yeartm6dbmdwN6— Yeses=,. Dom at lei 2 feet of 1 o=urtia as Eo sudmw exist in all arms of dmmom ft sea ae wo&=oon n oerfal? If�wh�e•'l�t�depth df imdreally ocaurIa61 � , MUM. I(o 06 (data)I have paged ft soil oWunwaomk4m app Vad by ft Protection cad that th8 Am analyses waa p by up MWA&cait wM �dte rem trairdn�aucporrsse and expiame dew to 310 Clw<lt 15.017. S FORM 11 —SOIL EVALUATOR FORM Page 1 of 3 No. Date: 10/9/2007 Commonwealth of Massachusetts Barnstable, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Jorge De Sousa Witnessed By: Donald Desmarais, Barnstable B.O.H. Date: 10/9/2007 Location Address or Owner's Name,Address, Lot# and Telephone# 49 Colony Way Cannon Engineering New construction [ ] Repair [X] Office Review Published Soil Survey Available: No [ ] Yes [] Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geological report Available:No [X] Yes [ ] Year Published Publication Scale Geologic Material (Map Unit) Landform: Flood Insurance Rate Map: Above 500 year flood boundary No [ ] Yes [ ] Within 500 year flood boundary No [] Yes [ ] Within 100 year flood boundary No [] Yes [ ] Wetland Area: National Wetland Inventory Map (map unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS) Month: Sept. 2007 Range: Above Normal [ ] Normal [ ] Below Normal [X] Other References Reviewed: DEP APPROVED FORM•12/07/95 low FORM 11 —SOIL EVALUATOR FORM Location Address or Lot No. 49 Colony Way On—Site Reyl2W Deep Hole Number: 1 Date: 10/9/2007 Time: 10:00 Weather: Sunny 60° Location(identify on site plan)see attached sketch Land Use: Residential Slope(%): Surface Stones: Vegetation: Landform: Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way feet Possible Wet Area>100 feet Property Line>10 feet Drinking Water Well>100 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Muncell) Mottling Structure, Stones,Boulders,Consistency,% Gravel) 0-10 A Sandy Loam 10YR3/4 friable,massive 10-29 @ 45" B Sandy Loam 10YR5/8 5yr5/8 friable, massive (not water 29-73 table) C1 Sandy Loam 2.5Y6/4 friable, massive 73-151 Sandy Loam C2 w/firm sandy 2.SY4/4 firm, massive, gravel, cobbles loam nodules 5y5/3 *MINIMUM OF 2 H80LES REQUIRED.AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Proglacial Outwash Depth to Bedrock:. <151" Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: 151" (bottom of test pit) DEP APPPROVED FORM-I 2/01111 FORM 11 —SOIL EVALUATOR FORM Location Address or Lot No. 49 Colony Way On-Site Review I Deep Hole Number: 2 Date: 10/9/2007 Time: 10:30 Weather: Sunny 60' Location(identify on site plan)see attached sketch Land Use: Residential Slope(%): Surface Stones: Vegetation: Landform: Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way feet Possible Wet Area>100 feet Property Line>10 feet Drinking Water Well>100 feet Other i DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Muncell) Mottling Structure,Stones,Boulders,Consistency,% Gravel) 0-9 A Sandy Loam 10YR4/3 friable, massive 9-24 friable, massive B Sandy Loam 2.5Y5/6 24-79 C1 Sandy Loam 2.5Y6/3 friable, massive 79-94 Loam Sand C2 2.5Y5/6 loose, single grain 94-120 C3 Sandy Loam 2.5Y5/6 friable, massive *MINIMUM OF 2 H80LES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Proglacial Outwash Depth to Bedrock: <120" Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: 120" (bottom of test pit) DEP APPPROVED FORM-I 2/07/95 FORM 12 —PERCOLATION TEST Location Address of Lot No. 49 Colony way COMMONWEALTH OF MASSACHUSETTS Barnstable, Massachusetts Percolation Test* Date: 10/9/2007 Time: 11:18 Observation Hole# 1 Depth of Perc 66-8411 Start Pre-soak 11:18 End Pre-soak 11:23 Time at 12" 11:23 Time at 9" 11:48 Time at 6" 12:20 Time(9"-6") 32 min. Rate Min./Inch 11 min./in. •Minimum of 1 percolation test must be performed in both the primary area and reserve area. Site Passed [X] Site Failed [ ] Performed By: Jorge De Sousa Witnessed By: Donald Desmarais, Barnstable B.O.H. Comments: DEP APPROVED FORM-12/07/95 FORM 11 —SOIL EVALUATOR FOR1V r Page 3 of 3 Location Address or Lot No. 49 Colony Way Determination for Seasonal High Water Table Method Used: [ ] Depth observed standing in observation hole inches [ ] Depth weeping from side of observation hole inches [ ] Depth to soil mottles inches [ ] Groundwater adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level: 151" (bottom of test pit) 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? -yes If not,what is the depth of naturally occurring pervious material Certification I certify that on 4/16/1999 (date) I have passed the soil evaluator examination approved by the Department of En' Protection and that the above analysis was performed by me consistent with the required-training, expertise and ex in 310 CMR 15.017. Signature ,L Date p A 0 7 DEP APPROVED FORM-12/07/95 FORM 11 ­SOIL EVALUATOR FORM Page 1 of 3 No. _ Date: 10/9/2007 Commonwealth of Massachusetts Barnstable, Massachusetts Soil Suitability Assessment for On-site Sewaze Disposal Performed By: Jorge De Sousa 1 Witnessed By: Donald Desmarais, Barnstable B.O.H. Date: 10/9/2007 Location Address or Owner's Name,Address, Lot# and Telephone# Cbl 1�J, 49 C-oloTTWay Cannon Engineering New construction [ ] Repair [X] Office Review Published Soil Survey Available: No [ ] Yes [] Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geological report Available:No [X] Yes [ ] Year Published Publication Scale Geologic Material (Map Unit) Landform: Flood Insurance Rate Map: Above 500 year flood boundary No [ ] Yes [ ] Within 500 year flood boundary No [ ] Yes [ ] Within 100 year flood boundary No [] Yes [ ] Wetland Area: National Wetland Inventory Map (map unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS)Month: Sept.2007 Range: Above Normal,[ ] Normal [ ] Below Normal [X] r 'Other References Reviewed: J + t i DEP APPROVED FORM•12/07/95 FORM 11 —SOIL EVALUATOR FORM Location Address or Lot No. 49 Colony Way On-site Review Deep Hole Number: 1 Date: 10/9/2007 Time: 10:00 Weather: Sunny 600 Location(identify on site plan)see attached sketch Land Use: Residential Slope(%): Surface Stones: Vegetation: Landform: Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way feet Possible Wet Area>100 feet Property Line>10 feet Drinking Water Well>100 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Muncell) Mottling Structure, Stones,Boulders,Consistency,% Gravel) 0-10 'A Sandy Loam 10YR3/4 friable, massive 10-29 @ 45" B Sandy Loam 10YR5/8 5yr5/8 friable,massive (not water 29-73 table) C1 Sandy Loam 2.5Y6/4 friable,massive 73-151 Sandy Loam C2 w/firm sandy 2.SY4/4 firm, massive, gravel, cobbles loam nodules 5y5/3 *MINIMUM OF 2 H80LES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Proglacial Outwash Depth to Bedrock: <151" Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: 151" (bottom of test pit) ,E DEP APPPROVED FORM-12/07/95 FORM 11 -SOIL EVALUATOR FORM Location Address or Lot No. 49 Colony Way On-site Review i Deep Hole Number: 2 Date: 10/9/2007 Time: 10:30 Weather: Sunny 60' Location(identify on site plan)see attached sketch Land Use: Residential Slope(%): Surface Stones: Vegetation: Landform: Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainage way feet Possible Wet Area>100 feet Property Line>10 feet Drinking Water Well>100 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Muncell) Mottling Structure, Stones,Boulders,Consistency,% Gravel) 0-9 A Sandy Loam 10YR4/3 friable, massive 9-24 friable,massive B Sandy Loam 2.5Y5/6 24-79 C1 Sandy Loam 2.5Y6/3 friable, massive 79-94 Loam Sand C2 2.5Y5/6 loose, single grain 94-120 C3 Sandy Loam 2.5Y5/6 friable,massive *MINIMUM OF 2 H80LES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Proglacial Outwash Depth to Bedrock: <120" Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: 120" (bottom of test pit) DEP APPPROVED FORM-I 2/07/95 FORM 12— PERCOLATION TEST Location Address of,Lot No. 49 v�ty- COMMONWEALTH OF MASSACHUSETTS Barnstable, Massachusetts Percolation Test* Date: 10/9/2007 Time: 11:18 Observation Hole# 1 Depth of Pere .66-84" Start Pre-soak 11:18 End Pre-soak 11:23 Time at 12" 11:23 Time at 9" 11:48 Time at 6" 12:20 Time(9"-6") 32 min. Rate Min./Inch 11 min./in. •Minimum of 1 percolation test must be performed in both the primary area and reserve area. Site Passed [X] Site Failed [ ] Performed By: Jorge De Sousa Witnessed By: Donald Desmarais, Barnstable B.O.H. Comments: DEP APPROVED FORM-12/07/95 r FORM I I —SOIL EVALUATOR FORK Page 3 of 3 Location Address or Lot No. 49C-o6n,#-W— i Determination for Seasonal High Water Table Method Used: [ ) Depth observed standing in observation hole inches [ ] Depth weeping from side of observation hole inches [ ] Depth to soil mottles inches [ ] Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level: 151" (bottom of test pit) 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? yes If not,what is the depth of naturally occurring pervious material Certification I certify that on 4/16/1999 (date) I have passed the soil evaluator examination approved by the Department of En- Protection and that the above analysis was performed by me consistent with the required training, expertise and ex in 310 CMR 15.017. Signature 1.z, Date !D A o 7 J DEP APPROVED FORM•12/07/95 O!IWN F BARNSTABLE Q LX&CATION c SEWAGE # C /- r.` VILLAGE �1,v�>4&&(- ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. P C �cXc/J��coJ�ri� SEPTIC TANK CAPACITY boo LEACHING FACILITY:(type) i l (size) , GlFra NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER ' DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: 1'',I �-- VAR,IANCF GRANTED:' Yes No i� X-.\ �/ r A 4 0 - . i Yuic THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH - �nlr�. OF......... ........................................... Appliration for Nqpasal Workii Ton6trnrtiun Frrmit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at ..._. .................... .l .IAN�........1 on YY ...-•--------•--------•-----r---..`..1.4 8 Address / or Lot No. ....................F'r�.s�—�a�.. -•••---•-•••-••••--•••-----••---•---------•---• ................................................................................................. Owner Address W nstailer Address Q Type of Building Size Lot._______.,. ?.(..._.....Sq. feet Dwelling—No, of Bedrooms....__-3_________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures -------------------------------- -- Q O 19D4C"".......•••--------------------------------------------•-----------•----•--........._...----------- W Design Flow..............l._________.__..___......____gallons per.gwseri Yper�day. Total daily«flow_..._....._...._..... .Q...............gallons. 9 Septic Tank—Liquid capacity 1Q�...gallons Length�� .... Width4-I. .__. Diameter................ Depth.j---�._.. Disposal Trench—No. .................... Width............ Total Length.................... Total leaching area-------------_.__.._sq. ft. % Seepage Pit No........i------------ Diameter.....I3�_......... Depth below inlet...4........_... Total leaching area_.49%t......sq. ft. Z Other Distribution box (yL) Dosing tank ( _ Percolation Test Results Performed by.....9-Arl._..V.5�=_._� ! __ N�.. _ s._. e?..._.__... a --.... Date. -1..- ,� Test Pit No. I....!�f.....r.m i utes per Inch Depth of Test Pit-----81_______ Depth to ground water_.___�.:_.....__- G=, Test Pit No. 2---- ...._minutes per inch Depth of Test Pit......66....... Depth to ground water.................... a :k(...?_A5....T.i-------------=---------------------------'�I 0__- -----�- 5-----•------------------•------------•----- O Description of Soil--------... --=7Z 5P 1U-- �. 1.`•I ` -ft... -----------------------•-•----- x L_-.01�--= ,`----------.....------------------------------------..7Z..M----lb8-----.f1_-.P.SA,!02-�..`/ �`r U ............................................ 7 W ----------------------------------------- - .------------------------------------------------------------------------------------------------. U Nature of Repairs or Alterations—Answer when applicable................................................................................................ •-----------------------------------------•------------•--•-••--------•-------•-------------------------------------•-------------•------•---•--•••------------------••---••-------•--•....._....------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'T't- ;^ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed..................................................................... -•-- --------- Date Application Approved By-- ----- .. - -•-------.. / r----- --_-.- . Date Application Disapproved for the following reasons-------------------------------. ---------------------------•-----------------------------.__.._._....._...__ ----------••----•-----•----•----------------•-•-••••-----------------•-••-••••---•------••-•-...-••---•----•--•--------------------------------------------•-----••---------------•-•-•---•-._....--•--- c Date Permit No....... ------••............... Issued---------- ~ l._ ...------------ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD _OF HEALTH V�IN'...............0F.........�). s 15? ,p11 L) Appliration for Diipnsal Works Tonstrnriiun ramit Application is hereby made for a Permit to Construct ( IN) or Repair ( ) an Individual Sewage Disposal System at: r �Ut vNl l..�A� ... � ��'' �'` ` - -�� ................. Location-Address or Lot No. .........................E. =�>................................................... ...........-............................... - ..............._._ Owner Address W Type of Building ..-.. installer................. ... Size r eLot .'= 6! Sq. feet Dwelling—No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder ( ) 44 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) P.r Other fixtures .................................. ilk, is z 0' W Design Flow..............}.:__ ........................ per per-son per day. Total daily flow................... ._ ...............gallons. WSeptic Tank—Liquid capacity.l`9. ..gallons Length._.-'!�_`.t.... Width. _:Q.... Diameter---------------- Depth..5.--t! x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area------------._._____sq. ft. Seepage Pit No......... ........... Diameter..... .......... Depth below inlet---Z�- .._.......... Total leaching area...'r? ......sq. ft. Z Other Distribution box ( �_) Dosing tank ( ) _ _ Percolation Test Results Performed by......LA�'�.__ 5c.....1 Ez}"__._{tic_................ Date_-.__-_1�..............................� u .CLsr" �� ,.� Test Pit No. 1...._...!_-__._minutes per inch Depth of Test Pit.................... Depth to ground water............................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit....... ?�'_..._.. Depth to ground water..._._............... 1 — . _.... O Description of Soil............� --/L F4 —c=<'P�o �45!`-1 -`,Vi - 12-.--------------------------------- --}! —C--- V ;; -- - 1- 7 ,- c r UNature of Repairs or Alterations—Answer when applicable................................................................................................ --------------------------------•----------------------------------------------------•--•-•-----...------....---------------------------------------•----------------------------............---•------- Agreement: The undersigned agrees. to install the aforedescribed Individual Sewage`Disposal System in accordance with the provisions of TIT1Z- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................... Date ,. Application Approved By.... �' �i �''' ..... d.�9f 1-............... � `"'_ ..... Date ?k. Application Disapproved for the following reasons------------------•------.._........ .....................................................--a...........--- ...............................•--...-----------._...•--------------------------•••-•---•....----------•----------------------•---------------------------•--••---•----...------•-•-----------••----••-- - Date ,ass �eP1' Permit No........ . ..... -----_ Issued.................. . .... ..----••---.... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................................OF.......... (Intifirate of Touts hattrr THIS I j TO ERTI Y, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) byl --------- ::.::.:........ Installer at--------- ....------. '°-�-g2.�t^�:r�` - a��`�' -4'`'�--------------------------------------------------------------------------- zl - has been installed in accordance with the provisions of TITLE 5 of The, State Sanitary Code as described in the 47 application for Disposal Works Construction Permit No....... _..""•_k ............. dated..... _'"'_r '°. �-------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...............................................................•---•-.....•--•-• Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS ,---,. BOARD OF HEALTH . vw ............OF........�..... ...l,jT7�.'�� f re. ....... FEE.....s••--••--......_.. No. "ispos nrk� inn rnrtinn �erntii Permission is hereby granted........... to Construct ( g)' or Repair ( ) an In divi ual Sewage Dis osal System atNo. + � �' .. _..... .;.._, 7 .. t°=---•--------•--•---------------------------------•---------------..------.----- as shown on the application for Disposal Works Constructio ermit No.... ✓. Da�,r ._____ '`"....:I-_-. �.. -----------------� s Board of Health DATE.......... = �-� ------------------•-•----•---••-- FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS S t TOWN OF BARNSTABLE r LOCATION 4 9 C0 SEWAGE 4.a0'0'7'S(p s' VILLAGE&rn,CA ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO.1z 11 A5 1Qf&nfyJ Qys, -- a SEPTIC TANK CAPACITY ,0 C2 Y2 LEACHING FACILITY:(type) .�-j GL,cAdmi e (size)-�J,k NO.OF BEDROOMS OWNER h 50/ °r ' PERMIT DATE: la-/131C''7 COMPLIANCE DATE: C 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 v �) Z B 33"' SYSTEM PROFILE - FINISHED GRADE ELEV = 103.0 FINISHED GRADE ELEV = 103.0 INSTALL RISERS OVER D-BOX TO WITHIN 6" OF FINISH GRADE INSTALL RISERS OVER CHAMBER TO WITHIN slope = .01 3" min. 6" OF FINISH GRADE 7 6" min7r slope .01 4" SCH 40 PVC PERFORMED PIPE WITH 2 min./3 Max. 97.34 SCREW CAP SET TO WITHIN 3" OF FINISH 98.13 GRADE TO SERVE AS INSPECTION PORT 14 ---?p 97.67 ��1/8" TO 1/2" WASHED STONE flow line xx 7 7�0" min. 33.0' 1 - 0 C3 cz 97.17 C3 C3 En C3 M = C:3= ==1 =1 C3= PROPOSED 2" min. 6" min. -al-3/4" TO 1 1/2" WASHED STONE GAS BAFFLE DISTRIBUTION BOX 96.96 I\\'_ 94.96 USE EXISTING 1 , 000 GAL. TO BE SET ON 6" OF CRUSHED STONE 2 0.4' 11.67 PLACED ON A COMPACTED LEVEL BASE PROPOSED VENT PROPOSED INSPECTION PORT H-20 LOADING REQUIRED 4' SEPARATION AS REQUIRED BY SEPTIC TANK DISTRIBUTION BOX BY TITLE V FOR PERC > 2 MIN./IN. OLD NECK LANE PROPOSED DISTRIBUTION BOX (H-20 Loading) OUTLETS 6 NOTE PLUGGED 1 GROUNDWATER ELEVATION NONE @ ELEV 90.42 9 7.3 ol 33. CONTRACTOR SHALL VERTIFY ALL EXISTING PIPE INVERTS DISTRIBUTION BOX LEACHING CHAMBERS 3.49 PRIOR TO CONSTRUCTION NOT TO SCALE NOT TO SCALE H-20 LOADING REQUIRED 411 42 + 9 FT 8.4 FT 5.0NIF� PROPOSED+ FTT 5 500 GAL. LEACHING CHAMBERS (H20 Loading) WITH 3.25 FEET OF STONE LEGEND TP MAP 237 TEST PIT W - WATER LINE -100.00- EXISTING AND PROPOSED CONTOUR LINE PARCEL 054 EXISTING SEPTIC PIT TO BE PUMPED AND FILLED WITH CLEAN SAND 20,161 S.F. 103 51.2' EXISTING DISTRIBUTION BOX TO BE ABANDON SOIL SAMPLE G - WATER LINE WELL 102 EXISTING 1000 GAL. SEPTIC TANK TO BE RETAINED TP 31. 1' GENERAL NOTES SOIL TEST DATA o 53.5 �L 0 L 0 0 ALL ORGANIC MATERIAL MUST BE REMOVED FROM THE PARCEL 053 03 AREA DIRECTLY UNDER AND BEYOND THE PROPOSED -A OF LEACHING FACILITY. THIS AREA MUST BE BACKFILLED 103 102 PARCEL 056 TO ELEVATIONS INDICATED ON THESE PLANS WITH COARSE TEST PREFORMED BY: JORGE DeSOUSA T WASHED SAND OR CLEAN BANK RUN GRAVEL FREE OF TEST WITNESSED BY: DONALD DESMARAIS (TOWN OF BARNSTABLE do. FINES AND HAVING A PERCOLATION RATE OF 2 MIN. PER CWL INCH OR LESS BEFORE OR AFTER PLACEMENT. DATE PREFORMED: 10/9Z2007 <1 DECK AkL40M EXISTING FOUR lk T ALL STONE MUST BE DOUBLE WASHED AND FREE FROM 85.7' (4) BEDROOM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS DEEP HOLE NO. 1 DEEP HOLE No. 2 RESIDENTIAL THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 0), oll STONE HOME SIEVE. SANDY LOAM loll SANDY LOAM 9)l DRIVEWAY HEAVY MACHINARY SHALL NOT BE PERMITTED TO PASS SANDY LOAM 29" SANDY LOAM 2 4" OVER THE LEACHING FACILITY. SANDY LOAM 73" SANDY LOAM 79" 1` I % ' TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE PIPE (P.V.C.) SCHEDULE 40, UNLESS OTHERWISE NOTED. LOAM SAND 94" FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE G INSPECTED AT LEAST ONCE A YEAR AND WHEN THE TOTAL W DEPTH OF SCUM AND SOILS EXCEEDS 1/3 THE LIQUID SANDY LOAM SANDY LOAM DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED. W/ FIRM SANDY ALL DISTURBED AREAS ARE TO BE LOAMED, SEEDED AND LOAM NODULES + 125.00 FT MAINTAINED TO PREVENT EROSION. THE GENERAL CONTACTOR IS TO BE RESPONSIBLE FOR ALL B.M. = SEPTIC TANK OUTLET INVERT , HORIZONTAL AND VERTICAL CONTROL OF ALL COMPONENTS. 1151 ' 120" B.M. � ELEV. 97.67 COLONIAL WAY GARBAGE DISPOSAL SYSTEM IS NOT TO BE CONNECTED TO THE DISPOSAL SYSTEM. ELEV 103 ELEV 102 THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO WATER ONE @ 151.00" WATER NONE @ 120.00" REFUSAL NONE REFUSAL NONE CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE 4� SYSTEM. THE CONTRACTOR IS REPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION OF\\ THE S1 SYSTEM WITH THE TOWN OF BARNSTABLE BOARD OF HEALTH. t I I I � 'N ? - _� THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC PERC TEST DEPTH RATE GRAPHIC SCALE h JILD- L AN SYSTEM DESIGN PLAN AND IS NOT TO BE USED TO - HOLE #1 66"-84" 11 MIN./INCI-i 20 0 10 20 40 80 ESTABLISH PROPERTY LINES OR BUILDING SETBACKS. PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY, PROPERTY LINES NOT HAVING BEEN FIELD VERIFIED. IN FEET NO REPRESENTATION OR CERTIFICATION AS TO THE 1 inch = 20 ft. ACCURACY OF THOSE SHOWN IS IMPLIED OR INTENDED. ah. Designed by: GDC DESIGN CALCULATIONS REVISED: NOVEMBER 6, 2007 Drawn by: GDC .......... DAT E: OCTOBER 23, 2007 SCALE 1 20' TYPE OF BUILDING RESIDENTIAL DWELLING NO. OF BEDROOMS 4 (EXISTI�GT I � rGARBAGE GRINDER NO ................... Lk 'o ALLOWED CANNON ENGINEERING SEPTIC TANK VOLUME 1000 GAL. > (2 X 4X 110 GAL/DAY) P L AN DESIGN PERC. RATE 11 MIN./IN. 11 BRENRAE DRIVE Almsr 0 TT� REFERENCE DESIGN FLOW: 04 4 MIDDLEBORO, MA X 110 GPD/BEDROOM =440 GPD 0 8886 2� LOTS 9 & 813, COLONIAL WAY, BARNSTABLE, MASS (508) 946 LEACHING CAPACITY PROVIDED: - 4- 90, (49.0'+11.67') X 2SIDES X 2' X .56GPD/S.F.= 135.90 GPD BY LAND USE TECHNOLOGY, INC, DATED 11 SIDEWALLS 2 F of_ BOTTOM (49.0' x 11.67') X .56GPD/S.F.= 320.22 GPD FOR MARILYN FIFIELD 135.90 GPD + 320.22 GPD = 456.12 GPD TOTAL 70102=11 PROPOSED SUBSURFACE Dd­*dt.lk­ o Moo USE 5 - 500 GAL. LEACHING CHAMBERS WITH 3.25 FT OF STONE - 12 EXISTING SEPTIC SYSTEM LOCATION TAKEN FROM TOTAL LEACHING RATE 456.12 GAL./DAY > 440 GPD SEWAGE DISPOSAL PLAN TOWN OF BARNSTABLE AS BUILT PLAN MAP 237, PARCEL 054 BOARD OF HEALTH USE ONLY 49 COLONIAL WAY BARNSTABLE, MA 02630 APPLICANT: LOCUS PLAN MARILYN M . FIFIELD 49 COLONIAL WAY BARNSTABLE, MA 02630 i,. 20 F T. MIN ----- - - -- , . ��". .:,��•��i !�\ ��, �� SOIL TEST TOP OF FOUND. 10 FT MIN. OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE DATE OF TEST �� DATE OF TEST � DATE OF TEST COVERS 4 SCH 40 PVC --� CLEAN SAND ... :3 -� PIPE - M N. WITNESSED BY 'l' WITNESSED BY `" WITNESSED By_ o.' 1/ 8'' EIR FT CH PERC. RATE MIN./INCH PERC. RATE L_ MIN./INCH PERC. ' RATE MIN./INCH - CONCRETE i. 4 CAST IRON ( OR COVERS A��v�T� - r- ELEV.= �.�L� �-ELEV. = � -ELEV= ; �, EQUAL) PIPE- MIN. � �--12 MAX � PITCH I/4" PER FT / -- I �•.; o. - 2 /. MIN T - -0 o ?_y - F L LEVEL / --- FLOW LINE a d. '� e Ij IQ v - -- N z MIN. EL - . f�_o_. _ --EL - - fir V.1�//�i= t-•'fit�..IL .'' .j' / Gt '� 7� - — EL = 'i: .. ' 1� �� { L �s � .�._ ��/ s;mac>ti:.: � � . .. �� �� s, '_' '� r• a _ DIST a 192" ;G L.` �?�r-� i��'. �%C • ,r , .•o .____••—a_ , BOX D ' i Q WATER AT EL = WATER AT - EL = WATER AT — EL= LOCATION M A P I p GA L o ' SEPTIC PRECAST LEACHING LEGEND' BASIN / GALLEY OR - TANK EQUAL EXISTING SPOT ELEVATION 0OX0 r< � EXISTING CONTOUR - - - -00- - - - - - - FINAL SPOT ELEVATION 000� E FINAL CONTOUR — � PROFILE OF ------ -_____.___--__.-- -_._- _ _ -- .---- ------_ ----- SOIL TEST LOCATION BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = �`�,2 SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / - I ) EL = _- _ TELEPHONE POLE -a- NOT TO SCai.E HYDRANT TOWN WATER �/�/ _= W 0 CATCH BASIN G "� —____ ._ __ �; - - FRAME COVER SHALL BE k0417-� Pl&l,- Q _ I / SET WITH MASONRY UNITS S� v �rn WHICH ARE TO BE MORTARED CLEAN SAND 10. 'N PLACE GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS SHALL -- 2 8"-A/2" WASHED CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF t� rK�` a<' RULES 8 'REGULATIONS f ... STONE ea �:'. :•�aloe �s FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE 0 0 0 BROUGHT TO WITHIN 12" OF FINISHED GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN I -F 3/4 - 1 1/2 ESSENTIALLY THE SAME 4. NO DETERMINATION HAS BEEN MADE BY THIS a, h/ � •/ / I � j= p p WASHED STONE "" 6* " 6*r y Ip / j I I Iww OFFICE AS, TO COMPLIANCE WITH TOWN t !o N 5.:. c / `�� / I- - - - - - - - - - - - -- w - --- _ .— BASIN // C EY OR DETERMINATION FROM I S r_ _ PRECAST EACHING ZONING REGULATIONS OWNER / APPLICANT /t?y _'�f " !s?}- °-_ .:- i �. 1/ ( - - -- A1.L APPROPRIATE AUTHORITY It�l�•Ih IN �7, TO OBTAIN SUCH i DETER VE I L�f!P/T�/ /-''� - 4 \ 5 / 24' DIA CO'. o EQUAL 2� 'rJF STotiiG i izt l 5. THIS PLAN IS VALID IF iT IS STAMPED AND , � I PLAN �J '' II SIGNED IN RED. THIS OFFICE ASSUMES NO � t `\ ��y - r � ,l.} ,� �- _ F�ESPONSIBILITY FOR INFORMATION CONTAINED i` a' ON COPIES WHICH DO NOT HAVE ORIGINAL , .Z.rrz� s STAMPS AND SIGNATURES i l f ! Ivl �" � � E 5E F - - �-- — WHICH Ak, RED IN PLACE 6. ALL COMPONENTS OF THE SANITARY SYSTEM /0 U SHALL BE CAPABLE OF WITHSTANDING H 10 f / ` LEACHING FACILITY LOADING UNLESS THEY ARE UNDER OR WITHIN ih INLET ___ ° ' ' 10 FT, OF DRIVES OR PARKING AREAS. H-20 - 'l r V i F "w,, _ �z! r—�, � . ° - 3"MIN. o' OUTLET �' w, / -- NOT TO SCALE LOADING SHALL BE USED UNDER OR WITHIN / ' r !' 10 FT OF DRIVES OR PARKING AREAS i - c / r ( I \� cam. _ _�..__ 6 MIN --- FLOW LINE - --�► r-REMOVEABLE COVER It 1 '�� f r c 2 MIN. 0 10' MIN. OUTLET PIPES 7. SETBACK REQUIREMENTS (MINIMUM) — FRONT -_. SIDE REAR r AS REQUIRED > ~ a APPROVED: BOARD OF HEALTH MIN. INLET FLOW OUTLET r \ 0 ! �� ` r ,%�'�✓ `�~ �� �, ! �/-T BM- ' D ! 1 ALINE ! o'. DATE - ------ - AGENT - - / )TH I L_L - )- PROJECT LOCATION JT J tet3 --I - - INLET TEE PROVIDED A /VG f / / D. ...:. '. APPLICANT PER SECTIO N 15.10.2 TITLE 5 �- CROSS SECT ION VIEW OUTLET TEE NO. OF OUTLETS ; —_ LIQUID DEPTH TEE DEPTH Use SEPTIC TANK UETAIL BELOW FLOW LINE Q',l7C1� 4 FT 14 INCHES DIST• BOX DETAIL NOT TO SCAB., 5 FT. 19 INCHES NOT TO SCALE 1echnoloqnc. 6 FT. 24INCHES y, 7 FT 29 INCHES i 8 FT 34 INCHES ( FORMERLY R J O'HEARN , INC. -f , r�lj; �- 5- Engineers Land Surveyors Sonitorions I �1• ?-� :' /-� 4 C L��t?✓�{J DESIGN C A LC U L " )N S T -- Y ,L !? � r._ ,,�-, _t 35 ROUTE 134 - UN/T 3 - P O. BOX 237 i HISS:,1,414!�> ,4f :.:'x?I NUMBER OF BEDROOMS SOUTH DENNIS, MA tom° GARBAGE DISPOSAL UNITfl'j/cD/� µt t"" ► , REVISIONS CG ,=��% !'/,_ - �. ' ::'•-3 ,%`, -•^�15 +- �L.F_ Vim%'/�ti� /'�%C� !��•;f„' y ._-•���'�"/tit ,�,.•�SE �Ecun,c,t��;•°. — 1,`:. _ ,, ; . , TOTAL ESTIMATED FLOW - ( GAL / BR DAY x _._BR GAL./DAY (J1T/L /-r/ M REQUIRED SEPTIC TANK CAPACITY GAL. ACTUAL SIZE OF SEPTIC TANK GAL. �" -r ^ky r�l -G� �` �,' �;: - 1 ,- ,f 2 • INC. 1'9)? ----__---- 1 LEACHING AREA REQUIREMENTS • SIDEWALL AREA GAL./S , ,,.� ;•g'y••.•• -- BOTTOM AREA _-.�� GAL./S •�'�laFgrt�l ,�« � � ----- -- LEACHING CAPACITY ( BOTTOM + S14 ) s S GAL. �-PD /-46- al :t1r'P,,e c i`t` RICHARD u„ SCALE DATE- / RESERVE LEACHING CAPACITY... .. %' _ GAL. o'+:aci', '� I"' JAMES ^,� / '','M•' %/f—r_ a Np. 27671 ° O'HEARN k r`? . 694 .1 I ..,�...-.�... A PP D. BY: B NO. : SHE E T ,/ OF FORM 9/9/67