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HomeMy WebLinkAbout0070 WATERGATE LANE - Health ,.. 70 WatergateLane; A- _ 38 W _. SENDER: I also wish to receive the ■Complete items t and/or 2 for additional services. :.in ■Complete items 3;4a,and 4b. following services(for an 0 ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. v ■Attach this form to the front of the mailpleoe,or on the back if space does not 1. ❑ Addressee's Address permit. a• ■Write-Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. 3./Article Addressed to: 11 '` 4a.Article Number E I 4b.Service Type ; $ /�O COM— ❑ Registered V Certified 0 (,tJQST f¢�N S f rtbi L� (M A. O 016&q' ❑ Express'Mall ❑ Insured S ❑ Return Receipt for Merchandise ❑ COD G 7.Date of Delivery w Z �- 3 �.1 ¢ 5.Received By:(Print Name) 8.Addressee's Address( my if requested W and fee is paid) t g 6.Signature: d ee or Agent) �` ~ a°. X .PS Form 3811, December 1994 102595-97-B-0179 Domestic Return Receipt UNITED STATES POSTAL SERI Mq St-Class ail Uj ,(� GJ US S0ostigN' F'�s Paid s f - Permit No.G-10 • Print your name, address, and ZIP Code in this box s e 1 po Oa(e Lf t Z 153 454 962 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sennpo /HI VY' -t or P. QAo� rr0 ,1 J4 n1 Street&Numb fj Post Office,State,&ZIP Code WQS (34-'?S►'1b M14.paGG� Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to �. Whom&Date Delivered a Retum Receipt Showing t FkQ Q Date,&Addressee's 26 0 TOTAL Postagev Postmark or Dat CC ti C0 Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address'Ieaviing the receipt attached, and present the article at a post office service window or hand,it to your rural carrier(no extra charge). In 2`Ify do not ant fhi receipt postmarked,stick the gummed stub to the right of the Q)i retiirn add Bess of the Vic date,detach,and retain the receipt,and mail the article. Q 3. LO f you want a return receipt,write the certified mail number and your name and address rn on a,retum receipt calrd,'Form 3811,and attach it to the front of the article by means of the _ gummedends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4- t71":�" 4. If yoou►want delivery restricted to the addressee, or to an,authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. 0000 M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. o LL 6. Save this receipt and present it if you make an inquiry. 102595-97-8-0145 0 r ai SENDER:.. _ I also wish to receive the ;o ■complete items 1 and/or 2 for additional services. _� w ■Complete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. 4i ■Attach this form to the front of the mailpieoe,or on the back if space does not 1. ❑ Addressee's Address permit. d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N .t. ■The Return Receipt will show to whom the article was delivered and the date a C delivered. Consult postmaster for fee. d 3.Article Addressed to: 4a.Article Number d J 9"W-S f. Cam`i<<`s Z /5- �( 3 E _ 4b.Service Type « (7+-nve SS�� 9r. I�o7 ❑ Registered ® Certified of W �.OZ�,-r �� 3213 3 ❑ Express Mail ❑ Insured c N W / ❑ Retum Receipt for Merchandise p COD a 7.Date of Delivery Z M 5.Receive 7ntName) 8.Addressee's Address(Onlylft�equested W / and fee is paid) r g 6.Sig, nature: dresseeorA ) Y PS Form 3911, Decem er 1994 102595-97-13-0179 Domestic Return Receipt i First-Class all UNITED STATES POSTAL SERVICE Postage&Fees Paid uSPS Permit No.G-10 • Print your name, address, and ZIP Code in this box• D 6� NUS- - b2b�� Z 153 457 342 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sentto In Street&Number Gror.e. TSfe pr,,tE 15�7 Post Office,State,&ZIP Code oco nu . 331.3.3 Postage $ a' Certified Fee Special Delivery Fee Restricted Delivery Fee rn Return Receipt Showing to Whom&Date Delivered Receipt Q Date,&Addressee'A spa 0 TOTAL Postage Postmark or Dat fQ 0LL a ��3 t Stick postage stamps to article to cover First-Class postage,certified mall fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return faddress'eavi g hemreceipt attached, and present the article at a post office service B cc w' "ovy o�;h'and to your rural carrier(no extra charge). r itsa j Igg#s"yj�'A� of wa`rlf tNi receipt postmarked,stick the gummed stub to the right of the a) retdrn adOrep of the aid a date,detach,and retain the receipt,and mail the article. ws rn ' you wahf ayreturr �ecx pt,write the certified mail number and your name and address bra etum rec%ptac3rd,-,Form 3811,and attach it to the front of the article by means of the _ j5 .: ends if space Wrmits. Otherwise,affix to back of article. Endorse front of article a RET RN;AECj El �E&ESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. 000 5. Enter fees for the services requested in the appropriate spaces on the front of this E receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. �`8L 6. Save this receipt and present it if you make an inquiry. 102595-97-B-0145 d SENDER: I also wish to receive the ,v_ ■Complete items 1 and/or 2 for additional services. m ■Complete items 3,4a,and 4b. following services(for an ■Print your name and address on the reverse of this forth so that we can return this extra fee): card to you. ., ao'► ■Atttacc this form to the frorif of the maiipiece,or on the back if space does not 1. ❑ Addressee's Address permit. � ■Write'Retum Receipt Re uested'on the mail piece below the article number. m p a p 2.❑ Restricted Delivery to .t. ■The Return Receipt will show to whom the article was delivered and the date .. C delivered. Consult postmaster for fee. 2. C di v 3.Article Addressed to: 4a.Article Number d a . ,,k l''y.lf cS i s_ " � �J2 J LG i Ll E tge W� .e,. a q L,�4',f-- 4b.Service Type n S b.tc 04 A p).,"q • ❑ Registered If Certified 0 rn e S g q-'r S- ill W ,, ❑ Express Mail ❑ Insured ¢ ❑ Return Receipt for Merchandise ❑ COD a7.Date of Delivery z p 5.Received By:(Print Name) 8.Addressee's Address(Only if requested w and fee is paid) 1° 6.Signat (A dre ee or Agent) ' a°. X PS Form 33811, Ilecember 1994 102595-97-B-0179 Domestic Return Receipt MMM, UNITED STATES POSTAL.SERVICE ._4� Mq G � crft&MW� Postage&Fees Paid p M uSPs '=- Permit No.G-10 • Print your name;3glglress, and ZIP Code in this box• �,� va � Z 153 454 945 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sentt Street&Number W. r 4'F(—* 1-44J — Post Office,Stato &ZIP Code t�eS i s 4--n S t 67 X44 d�-G G'9 Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee rn Return Receipt Showing to Whom&Date Delivered n Retum Receipt Showing to Q Date,&Addressee's Ad 0� C) TOTAL Postage&F $ Go N o Postmark or Date Z�J a c .. Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If�you want,this receipt postmarked,stick the gummed stub to the right of the return addre`ssdeaving tlie�-receipr attached, and present the article at a post office service w6d'ow or,hand it to your rural carrier(no extra charge). - 2.:IffyonW not•want this receipt postmarked,stick the gummed stub to the right of the m return address of the article,date,detach,and retain the receipt,and mail the article. i LO 3\�f you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,F&m 3811,and attach it to the front of the article by means of the _ gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number..• Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. 0000 CO 5. Enter fees for the services requested in the appropriate spaces on the front of this E receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. �`6L 6. Save this receipt and present it if you make an inquiry. 1025e5-e7-a-01 45 d I d SENDER: 'o ■Complete items 1 andlor 2 for additional services. I also wish to receive the H ■Complete items 3,4a,and 4b. 'following services(for an d ■Print your name and address on the reverse of this form so that we can return this extra fee): ` card to you. -Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address N ` permit. ■Wnte'Retum Receipt Requested'on the mailpiece below the article number. 2.❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date C delivered. Consult postmaster for fee. 3.Article Addressed to: 4a.Article Number �-�"'�y �� VL�J-�(rq 4b.ServicType d N 3 c D` �„ �1 t V�. #,�� ❑ Registered Certified I N J• l VVV ❑ Express Mail ❑ Insured q all /_ G �Grt.l �L . ❑ Retu Receipt r Merchandise ❑ COD 7.Date Dplive T a S6 � �Z 2 5. ceiv d By:(Print Name) 8.Addressee's Address(Only if requested J lZ A G• and fee is paid) ` - I --....,�. Receipt UNITED STATES POSTAL SERVICE' First-Class Mail Postage`&Fees Paid USPS Permit No.G-10 e Print your name, address, and ZIP Code in this box O tvk cN`( 5 p MA - iiiiyy ii yy jj i tt !!jy it}fffi�l31#1'�}il°°l-�iStIi34{lt � / �Jf Z 153 457 341 US Postal Service Receipt for Certified Mail -No Insurance Coverage Provided. Do not use for International Mail See reverse . '`�h Rc6epi b er fq t&` D b cep Ivd �*3oi OMnce,S e, ZIP Code P Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee rn Return Receipt Showing to Whom&Date Delive Retum Receipt Sh Date,&Addr St➢ oTOTAL Posta $& e $ C* Postmark or U) -910 v } } 'y Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand'it to-your rural carrier(no extra charge). m 2.�Jf you do ndt'went this,receipt postmarked,stick the gummed stub to the right of the a�i retumniddress of the article;date,detach,and retain the receipt,and mail the article. LO 3. If you want a return receipt,write the certified mail number and your name and address M on a return receipt card!Form 3811,and attach it to the front of the article by means of the gummed ends if space'permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number.: `" Q -lf-- --r\i` Cr4. Ifryou want delivery restricted to the addressee, or.to an authorized agent of the G addressee,erido�se RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if you make an inquiry. 102595-97-8-0145 d wz Ti-�oVGHT T�1is was �NTE/�Es nr•�G. . '�' - . Tro ASp '�.le ii, ii i ' - , .to oc' b �fj�•� rZ+ '�c. o p - u t° J I oQ-- —, 425 �ib a� a •,t1T-• n ., (/ C ^ �\ � '`tea`/ � �.mot,� cc t a �c X-p. h. WATERGATE LANE List# Address Owner GILLIS Ph s-✓ �� P 3 . Assessment 15 3 00 1 WBA c Taxes in 19 9� � 'a Piped gas Sewer Water Paved St. Elec Tel Zoning 1• r PRIV. YES YES ES RES —3—MILES Stores ¢. . Z?'.�� �FQ�sA Distance to: Beach °i3�p6 5-4z:,��"� —232 P-59 Plan Reference: B. B-3322 P-45 eo.rP�,, oc Deed Reference: - .s6z ' �_V-6'v�o / ;>PPS` Lind Area 1 4 3; 6 2 0 of# 6, 8 N� Go^'� L6� `O6••� 1701* Remarks 3 LOTS TO BE COMBINED, NO. 6, perked ' c•'1.cc' OTHER LOTS NOT BUILDABLE. Z - ✓� �` '� Of < sa coo i.'',• To!r, Directions Q'•��•b• r1 ROUTE 6A, NORTH TO WATERGATE. , '""a'�* 0 2 Broker Vivian F. Nault Code VIVN Ph775-01 5$, L Co-Broker's Fee 5 PRICE $....-.1.3.5•,00.0................................ LAND M03 :P.GA dF $ lUarfe ASIA HIED fM�h .� Town of Barnstable Rgc. By—y;�;� _ Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan O.Rask,R.S. FAX: 508-790-6304 Sumner Kaufhten,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION � / //V, Property Address: A910 r410 7D, Gr/�¢T�"'2!/f TE' L/�n/I', �/,1�✓STpRZ�, Assessor's Map and Parcel Number:AV Z/7 3 t3 Size of Lot: Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLICAU CONTACT PERSON Name: leliWP �a/v/zY wiz. Name: ,�i�'f/1Ro �� 7!avaay, ✓.�, --2 /9c fIV7-XaF A4✓e 22 f 44&,' 7Y9(- r� lel. Address: Z&',y ✓<«', 0 Address: e-c cr / }/C I✓!�-� �D d-6/ 0 2 6¢7 Dljr/� G 6/ a zG s7 Phone: SW O- 776— 22 ¢y Phone: SaC," 77e— 2 Z4.9 FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) c57�-P774 `o�J�Dn�H+/7S '/Curs �✓�->z�•v�s �s �«��r-V L�$s Tyy.t/ /DU' F/lU/y "E�✓S2 �rG Cui✓fedLV4Tlo.t-) LaC4/ZJ Lli�L ht NOs oi✓ 3�7�-%�[.9� m.A�YO /30-9 � � s !r (to be completed by,office staff-person receiving variance request application) _y Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals lame owner/leasee only),outside dining variance renewals[same owner/lessee only),and variances to repair failed sewage disposal systems[only if no expansion to the building pi edl) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan 0.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. l " i Q:/WP/VARIREQ r /oiDAT FEE: MASS. ,� Town of Barnstable REC.a:z BY—Z� Board of Health. 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 S �` P� � Susan G.Rask,R.S. FAX 508-790-6304 V V p �� Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: /A9110AC,- /// 4//o•?� �/�T�-/2G�TE' L*.✓b-, �� �/�sl�✓�Ta/�CC Assessor's Map and Parcel Number:Av Z/7 5 8 Size of Lot: 5-7i Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: lelellwa T'✓,9g y Ji? Name: /- 7/ -/, ✓�, 22 �� �v7 YRc�,�✓� 22 f�t«.v 7ygt' 4V) 7-. Address: G'c"rl 72-7' ✓<<��, / Address: IkA51-. /rVi}/L/�✓/.i�'���':� 6 B/ O 2��� OYJ A-!� -�/ ��Jtljr to�i l d Z(o�7 Phone: See" 778- 22 Phone: Sam- 77�— 2249 FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) �A0<f t ' �E� /t/✓vpTFO 4 23 7.� y'G�`E"OL` �}/S!�''1 /r/°�� "T�� � cS�T/G �o�/v.✓�f t�2or�c G✓�Tz�•y�s �-s �«G�t�J n� Z,6`5 S 7-y9y✓ /OU F 2U/y irE�S 2" 2 Cun/Se�!/4 T!o n� �✓/7 L i�L 4 2� G//ETL y�vOs o.✓ S.-12 IPU IV m*GAO /-30—9 8 heckli (to be completed by office staff person receiving variance request application) —J� Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) ✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) ✓ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owmerAeasee only),outside dining variance renewals[same ownedleasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ 7M E TOWN OF BARNSTABLE r�� OFFICE OF MISTAEL MAl0. BOARD OF HEALTH � p 1639. $�0 MA 367 MAIN STREET Y�� HYANNIS, MASS.02601 April 16, 1998 Richard Tinory 22 Blantyre Avenue Centerville, MA 02632 A=217-38 and 217-40 and 217-41 Dear Mr. Tinory: You are granted variances to install an onsite sewage disposal system at Lots 6,8, and 9 Buttonwood Lane and Watergate Lane, identified as Parcels 38,40, and 41 on Assessor's Map 217. The variances granted are as follows: • PART VIII, SECTION 10.00: To install a soil absorption system 95 feet away from vegetated wetlands in lieu of the 100 feet separation distance required. • PART VIII, SECTION 10.00: To design a reserve area location 93 feet away from the vegetated wetlands in lieu of the 100 feet separation distance required. The variances are granted with the following conditions: (1) The combination of Lots 6,8, and 9 shall be recorded on the deed at the Barnstable County Registry of Deeds. (2) Evidence of the deed recording (described in Condition#1 above) shall be submitted to the Board of Health before a disposal works construction permit is issued and before a building permit is approved by the Public Health Division staff. (3) The designing engineer, William Leiberman, shall supervise the construction of the septic system and shall certify in writing that the system was installed in strict accordance with the submitted plans dated revised April 13, 1998. Unory (4) The force main piping (located between the pump chamber and the soil absorption system) shall not contain any joints in any area located within seventy(70)feet of the private well located at Lot 7 Watergate Lane, (presently owned by Edward Kearney). The variances are granted because the proposed septic system meets all the provisions of the State Environmental Code, Title V, and all the other regulations of the Board of Health. It is the opinion of this Board that the installation of a septic system in conformance with these regulations at this parcel should not significantly alter the quality of the groundwater in the area. Sincerely yours, Susan/G'Ras`k!R.S. Chairman Board of Health Town of Barnstable SGR/bcs tinory McKean Thomas From: Gatewood Rob To: McKean Thomas :Subject: Tinory (Date: Friday, February 27, 1998 1:10PM 'Wetlands were reverified yesterday. They are accurately defined---both lots. Page 1 i M1A CJF. 1" 60i4t To )-EAJf- A CoPy of 7'HI.S 4,95r Ni&NT (z -.24) AT yovo� m-eE-rjrJG . p,_-rkouGN R�GoRObO, Ar•�D Wr7H Sp rYtU�rl i,JFof��(�Tr ate► 01-se-us E,01 LJ £ rzz -T TI-1 fS Copy Cov�-o 6E of 05E. Foo\ QoicK Au6AE JCE, itJ A�GAROs -ro 00A Ccv-JCF-RpjS . 1 HANI-< �ov -(NZ fRESiOF-ltTS OF 8L)rrohtLQcolO (iPJ4 w�-tERGfl�� �,AN�S � WEST (3RRN��NC3�� r� I have been asked to speak on behalf of the residents of Buttonwood and Watergate Lanes, Edward and Phyllis Kearney, Helen McClusky, Daniel and Mary Gallagher, Jean Wood and me and my husband, Greg and Cokie Hamm. We respectfully address this board with some real and valid concerns pertaining to the proposed development of 52 Buttonwood Lane We realize that the health dept. and the conservation dept. have two very different agendas and we have tried to keep these issues separate, but it would seem that they are closely related in their concerns. We submit for your review copies of some of the perk tests done during the 1980's on lots 8 & 9 also known as lots 40 & 41 respectively.. In reading the subdivision review prepared in Nov. 1976 by Gary Parker ,soil conservationist with the USDA-soil conservation service. we came across this passage on page 3. "Soil underlying much of the Watergate West subdivision presents severe limitations for the ' installation and operation of septic tanks due to wetness. Care should be taken to avoid encroaching on existing surface drainage ways. As development of the subdivision progresses, more and more land will be covered with impervious surfaces(pavement and roof tops). This will increase the storm water run off." A past history of these lots have produced unsuitable perk tests. These previous perks have shown oxides at various levels indicating long term standing water, water running through sand at different levels , stained sand and weeping. In summation, and for many different reasons they simply never properly perked. The current proposed septic location, as well as the backup location are ironically in previously unsuitable site locations based on tests performed by Arnie Ojala of down cape engineering. in 1980 After approximately 16 years of proposed building activity but non productive perks, both lots 8 and 9 were declared state class 132-non buildable properties, and assessed accordingly. We are not naive and realize, that in some instances with the advancement of septic designs that these status's could change, but the fact remains here that the land hasn't changed and it is still remains unaltered clay and wetlands and run off is a common occurrence. Whenever there it rains, the pavement on Buttonwood running along lot 8 remains wet for several days from run off The street drains themselves on Buttonwood remain full or nearly full year round because there is no nowhere for the abundance of ground water.. The swail on our property that is approximately 150 feet from the proposed septic site, directs the run off from lots 9 & 16 to the pond on lot 16.. This is one of the major reasons why this historically unproved septic site is of such deep concern. In a discussion I had with a member of the health dept. two weeks ago, the perk test done for tonight's hearing was termed "questionable" There appears to be a four foot natural occurring permeable below the water table thus creating weeping. My husband observed this test. The test hole was dug, the soil types noted but no actual perk test was conducted. The test hole filled with ground water as the clay walls slipped into it. Our understanding of the 1995 DEP's code of Massachusetts regulations for title five states in sectionl5-104 paragraph 2 states that percolation tests shall be required in the soil. How was this site passed? Also in this same DEP's State Environmental code for title 5, in sections 15- 106 Landscape Position and 15-107 Hydr.ogeologic Properties, there are many pertinent conditions that apply here that seem left un-addressed. Considerations of the directional flow of the ground water, questions of drainage, proper lateral distance to surface water and wetland delineation's. We are all aware that the capes codes are even more stringent than the DEP's. These issues are very pertinent. to the people that live here for the following reasons. There are three major ponds in this development. They are linked together by a series of small underground rivers, which have been designated on a subdivision map prepared by down cape engineering. These rivers flow year round because of underground springs and these are what feed our wells and the three ponds. The directional flow of ground water is in a northern direction towards the marsh. The potential of "questionable" or inadequate septic systems in this neighborhood, will pose the future possibility of ground water contamination. We are not slated for town water anytime in the future. In addition, the proposed house on lot 9 is to be built on a raised mound, four feet above the current level of the ground. This is so that there will be gravitational flow from the home to the septic. Lot 41 is already 6-8 feet higher than the water table of the pond. Lot 16 is the lowest lot in the subdivision. More height above the water table will truly add to the current run off problems of Buttonwood Lane. This building up of the land in conjunction with a questionable septic site, one worries what impact the alteration of this land will have for the wetlands. In regards to the pond on lot 16, this raises questions of future pond and ground water contamination. With the northern directional flow of ground water, there is great concern for the future contamination of the water of our pond, our well beyond that, the pond directly across buttonwood lane on lots 11&12, the wetland zones on lots 40-41 and lots 11,12 and 16. And the major concern for the underground rivers and springs that feed our 1 wells continuing to travel north into the marsh. There does appear to be the potential for contamination. We note that distances on the soil suitability form and the site and sewage form appear to be estimates. The distance from the proposed septic site to the pond is in actuality 111 feet at it's closest and 148 feet at its farthest. Other measurements are curious. So, in this forum, we come to you for the continued protection of the ponds and most importantly our drinking water. There were reasons these two lots had not been allowed to be built on for the last 30 years. The long and documented 'history of incompatibility for this area speaks for itself. We close citing the DEP's State Environmental Code for title 5 minimum requirements.. Many of the required procedures have not been properly administered because they could not or would not pass? The health hazard potential is real and we asked for your guidance in protecting a lovely development in a very land sensitive area. We all thank you for your patience, time and your consideration. . frr7e;( BK 1 1.462 P0299 41 1 3 e 06-05--1398 & 03 : 28 Wie, James A. Gl11is of 2 Grove Isle Drive,--Coconut Grove, Florida and Cathy Rosenberg, formerly known as Cathy 90 ocean Boulevard, Palm Beach, Florida, for consideration paid f $70,000.00' grant to Richard F. Tinory, Jr., Trustee of Milestone Realty Trust, under a Declaration of Trust dated December 2, 1996 and recorded in the Barnstable County Registry of Deeds in Book 10508 Page 61, having a mailing address of P. 0. Box 681, Barnstable (Hyannisport), Barnstable County, Massachusetts 02647 with quitclaim covenants, the land, situated in Barnstable, more particularly described as LOTS 6, 8 and 9 as shown on a plan of land entitled: "Watergate West, Plan of Land-infest Barnstable, Mass., Scale I inch = 60 feet, September 1968, Whitney & Bassett-Architects & Engineers, Hyannis, Mass.", which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 232 Page 59. The above described premises are conveyed subject to an easement to Cape & Vineyard Electric Company et al dated October 15, 1968 recorded in said ` Registry in I416 Page 822. The above described premises are conveyed subject to Protective Covenants dated September 6, 1968 recorded in said Registry in Hook 1446, Page 224, as amended, by instruments dated June '21, 1972 and December 14, 1990 recorded in Book 1676, Page 294 and Boo 8370 Page 341. See assignment of rights in Book 3322 Page 45. / Va<u f'-cOXIVA Cl cet, h. The grantors hereby acknowledge that the grantee h�canplied with the provisions of Article IX, Section I of said Protective Covenants and hereby approve the plans for the buildings and other structures to be constructed on the above lots. Property located: n X Lots 6, 8 & 9 Q µ 7C 4 Watergate & Buttonwood Lanes West Barnstable, MA 02668 \ o X "" e M CA o 10 to m o w —+ zu T A �b Or6L7 X • • m c W ie .a r N) o ea .. '� BIC 1 1482 PG241 41 137 tO.nMo�iuifi9i�il o� �1�y5�IrHvsf rTs *ay-...... 1998 Then personally appeared the above named Catby Rosenberg and acknowledged the foregoing instrument to be her free act and deed, before me, P.4', /� . Notary Public My Commission Expires: oy/C6/o I eq9 gRFC SSTge�� OP . . MFAOE AFG/� FAQ BARNSTABLE REGISTRY OF DEEDS i Lam. Bf: 1 1482 P'G240 41 1:3 r The grantors, as assignees of the Developer's right of first refusal, as set forth in Article XVI, Section 2 of said Protective Covenants, hereby waive any right to repurchase the above described lots in connection with this sale or any subsequent sale or sales of these lots. The above described premises are conveyed subject to the rights, if any, of all persons entitled to use the vehicle tracks that cross Lots 8 and 9 as shown on said plan. The above described premises are conveyed subject to and with the benefit of variancei0ofssueY sby the Barnstable Board of Health, as set forth in letter n/ to the grantee, dated April 16, 1998, which letter is on file with said Board of Health. For title, see deed dated June 19, 1981 and recorded in said Registry in Book 3322, Page 45. HCHC UTM AS A SEAL® this �da of , 1998. A. Gillis 4Rosehb6g[ ST'E (F FLO=h May .26., 1998 Then personally appeared the above named James A. Gillis and acknowledged the foregoing 7�t to be his and deed, fore me, Notary Public . . My Caimission Expires: Trnd�u ! Y OFFICIAL NOTARY SEA MARIA F.MAN50 l S:3�ytl or a NOTARY PUFUC STATE OF R.ORJDA 11Y COMMISSION NO.CCS39084 Print,I'ype or Sump Kim of Notary Pub MY COMMISSION EXP.MAR.272M Personally Julown to me,or Produced identificailon: Type of identification I I APPLICATION ^FOR `PERCOLATION TEST AND OBSERVATION PITSON LOCATION NO. P- : . II DATES ..rVILIAGE, We -- APPI,�IGANT v' JJ FEE 15� `Z TELEPHONE NO. (Non-refundable) I j :.ADDRESS Q-OX L/4 -ENGINEER /1N1 I.Q� 0 � TELEPHONE NO. n �� � -- DATE-:SCHEDULED =--�-L !0. 3 o J ; p licant's signature) •.-.,. eei .e!-iee.e��••e� eeoeeoeeeeeeeeeeeeeeeeeeeee.eeeee •ee.eee.eeeeeeeseeeeeeeeeoe0eeo. 4" w `- � SOIL LOG 3 ` SUB- tSYISION- NAME lUR��G/•�7"� Gv�'ST DATE Iz 15- 8o TIME .� EXPANSION`ARPA: YES.2NO aP•F�1��Wx//Z PF• (Ginn) ENGINEER �qvc. �clu/t/1q-1 taus• Ca"A4. BOARD OF HEALTH ,$ TOWN'WFiTER_PRIVATE WELL, _ - - '``+t.'"' w �' ✓oc/ �2/Tm�/ EXCAVATOR ' $tET.CHa. ;(Street name,etc. ,dimensions of lot, exact location of test holes and ' k •* ' ercolation sts, locate wetlands in proximity to test holes) NOTES: . �wgser� 00A 1 Ha0.0PAtJ SANID Sicr1 r.. 1,rf 1 eZ 1 CNAROVAN loot , . - :,• �"•ORS,LOT Jl ys Q �I.S.�Ro�t , r!- ., .t� Sol ' 3tOC1S1'� RCC) AT P�piT • •,. :•ram. ' PERCOLATION RATE: 13 MAN f Nc 4}- ' 1 TEST OLE NO: ELEVATION: TEST HOLE NO: 4 ELEVATION: ' ? : 1 wqM 1 dgfV\ 2i s� z.V 25�6'ot 7 ggNj� 4LYVgTto/U •t�.' 8 SAr1CV 8 8.0 • g 5 910 sANO Sr.T 11 0 F «Ay - - ;�. •��:., . 11 -12 12'13 �2.5�noN o�t�oe SANO •. J�� 13.v SJt 1.3t1 15 . i•.-' .. . -' - 14.0 - 16 ✓ LEACHING PITS�� -S Jt±ABLE_ F0Rr SUB=SURFACE -SEWAGE:: LEACHING . FIELD_ ' •�;i f (7N'rS 7 TN'r H� LEACHING TRENCHES ✓� UNSUfiT.ABLE FOR SUB-SURFACE SEWAGE. REASONS:�_! ?40x/m�7`/ OF wt74AN0S NOTE: :'• ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC.'TEST APPLI.42 CATION ORIGINAL: ' COMPLETED IN ENTIRETY P. AN ETURNED T B D E T 1 RETAINED BY APPLICANT •J _ .r.e 'C�.�i�iti0.'t�i+Y...:a`_+���'�DlSiiiiias:+i�1.1M1•,lkldi•""•:*�1,s+�:'.i:.•fnfiraTf.ii9-!'.mot-.Y':�sT:•v.t-..�.K�.:q.'i«. ..... .... _. _... _ ...+...r.•.•. v:.i-...�., . 3•+ i b P mot,••/ ,:� v M. h •' ' LOT '6 4 8,8 b 0 50. FT. �3� ' C2I'I 0, r/ ) �. .� v AMP her 'Mir 84 PROPOSED •: �h + ;^�'c,.• 'r �•�a F.,QU .� .Rf �� rA In '� 1' f Y �.^�..c y,,. �••,;•••��• .per �"� ; � .,_y . t � �'c, \gyp,`\ N"• / o p� r V• EL.•42. ��•.. v / • 1000 GALCN�I � ��j/C H. � p � 11l t. SEPTIC TANK `k 6u 4 PITS \ �. srv,.nu iSiA f.'.' �': ; '—'�•—DISTANCE AS CERTIFIED I HEREBY CERTIFY THAT THE BUILDING SITE PLAN ..i SHOWN ON THIS PLAN IS LOCATED ON THE (° GROUND AS SHOWN HEREON&,THAT IT pp A .1"4 LOCUS .L OT G. WATERGATE •WE 5T r CONFORM TO-THE ZONING BY LAWS OF THE FF P L J TOWN OF �, _ _... WEST BARNSTABLE, MA33. _ WHEN CONSTRUCTED. GATE REF PL!AfN 800K 2.32 PAGE 5.9 down cape'en fs/nee PREPARED FOR ANTHONY CAVALI N I- - I ` } CIVIL ENGINEERS ' LAND SURVEYORS REG.LAND SURVEYOR Ve►m SCALE.--I outh&Orleans,MA DATE. Y t t j ..e,.,J«- „r"..� „r. -wv » x` ;'.4 I 'SEWA GE GE =CTIO 7 A \\\\•1`_ha �. Ml;t'T.rrS•.'I'�L.i• .a I � , f^ �. .. 1-7 -SEPTIC TANK - . - I'D"BOX - - LEACH P I TS I- v TOP OF FDN #.^ 42i.5. (MSL)a ..2..OF1:8TOIWI } \" NQTs WASHED STONE I ANC E OF I0F1. AR0U►:6 lNTIrr ..EACH F11TS —\ AND kCPLACI:WITH CLEAN,_CAR:.F Cp1NC., Low /�7- 4 1/ coot=R 4 8,6 6 0 54. FT: n A(JT-� IN - • \` MIN• _ ! I: OUT IN J.OUT V j [oQQG T n � y 3e.a5 / SEPTIC / 37 75 ELEV. TANK ` ''C,, 2� j _I • ` O ELEV. ELEV. ELEV. • $WA ELEV. ELEV. 28.00 J10:5', \ •• WASHED STONE v' 4Ppt,,�X�Af • OF `C T t HNO'MIT BOTTOM TEvT MOL �` .•• • \ :• r •. - EST HOLE LOG 23.5 ELEV. i QI (ti, ` ••• •i �' r._ iT BY F/9��QB/9/V��s7E, rA(JG mv�RgY ZAvro f.'puS� ° ( 1 _ _ T DATE'_L /S�BD WITNESS � DESIGN BEDROOM HOUSE `^�T.H. a 1 T.H. *4- O 7 I {� - .� --o-- •, U �L ELEV. 40.0' .t- ELEV.42 7140 l u �. Lc4A logM NO - �PROPOSEO BE D esot , ta. , PERC RATE _13 MIN/IN. j DISPOSER { ( WELL s'" �o,c, C-10, 2.0 sl).TY SANO 4©.7 FLOW RATE 550 (GAL./DAY ) 30 �.,� r �c�`,��Q AROP —_ ^ Er, �L w ti a a1V6wAY sAlyo 60� A O LL Y 3i.7. SEPTIC TANK 330 11.9= �._q — — y y 492 ILTY _� __ p,+�g .. 43 2 f cLAY CLEA RECI'D SEPTIC TANK SIZE- j LQQQ_.__ _—___ \1J t sTon S �o swNo 94.7' � ,.. •b,,- 11.5' Z85' SAND ♦SILT 1 �F uc+:_ rwa \E 1 WITH FocKars LEACH FACILITY Ex�S�`` '* PAP ox a (:,a►�J) qf= crwY oo �' •'';' 12.5 27.5' 12s—i------30.2 SIDE WALL L — ( .66 ) 358 G/D. i \ �� 3 LEA I;S�RON oluoe SAND BOTTOM _�'(5.25 _.�2�__(�3" ) 56 ` G/D. I t -?usr. x ANDCLEANz9.z TOTAL 41 4_—GAO �' N•�� .:� ,`` I b• 5` Z3.$ ' �1 ;j"a /3 EL.• 42. 176• zs.1' 2 PIT_5 ��- 7`J °a., ,, USE: —_ —.LEACHING _ '� 06of Box tV 8' DEEP x 10.5 EFFECTIVE DIA —WATER ENCOUNTERED W 1000 GJvL�oN , K ✓\ ',0 0,�1 k� SEPTIC TANK lost i IN. h ELF 40• ( M 1 TES: (UNLESS OTHERWISE NOTED) � r -���•`� � � ATUM(MSL) TAKEN FROM . H`�ANN i_1 QUADRANGLE MAP UNfCI PAL WATER..,..__ 4�T -AVAILABLE _ oa i �: v16�i�iffi PITS PE PITCH:W"PER FOOT + 1:Iry •_... �� a;. I vv;. u�t iJtt)�I ` �.i Y ESIGN LOADING FOR ALL PRECAST UNITS; AASHO_ IN.GROUND COVER OVER ALL SEWAGE FACILITIES: (1) Ft, DISTANCE AS CERTIFIED PE JOINTS SHALL BE MADE WATER TIGHT , ` ! + . DISTANCE INSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. / y`' 1 >►J. �� •)� k, �� SATE ENVIRONMENTAL CODE TITLE 5 t, % -!r I HEREBY CERTIFY THAT THE BUILDING gY 4i+3�•! rt-•!LS».' �!. �/A pM SITE LA v, SHOWN N THIS PLAN IS LOCATED ON'THE GROUN AS SHOWN HEREON 6 THAT IT _ F 'r '(`^� :'LOCUS: LOT.G _WATERGATE_TWE ST _ y :�a A S�OhR�. '° ° CONFO M TO THE ZONING By LAWS OF THE F:'B L TOWNp WE$T gARNSTA LE M_ A55. T*I ' REG.PROFESSIONAL ENGINEER WHEN C INSTRUCTED. DATE _ REF. PLAN *BOOK 232 PAGE 59 AM 0I Cape ' ef, 1#7eerlla�'. PREPARED FOR: ANTHON%r CAVALIN l . yr CIVIL ENGINEERS INTOURS``(EXISTING) BOARD OF HEALTH LANDS VE ORS i , BEG. LAND SURVEYOR UR Y wlvn7Pt?SECi) n �1 -r�. O•� .APPROVED —.-DATE - SCALE I - 30 aZ la3 l�r _. -_----. - -.-__--- MA Yarmouth & Orleans,MA 80- 140 t .,..., ,. . .e DATE WEST BARt4 ctr STADLE to . TOP OF FOUNDATION t RAISE COVER TO 6" OF RADE EL' gib. EXISTING AND FINAL GRADE EL- ,F INISHED GRADE EXISTIING AND FIN A _ __ - - A�f, .•�`'� EXISTING AND FINAL GRADIE EL = -t A. v �� { o EL " 41-56 R, ; RO w INV EL 139 4-4 r 1' MIN : ,s 6" MAX - FLOW LINE _ INV EL- �-ff - " AC). r O EL� 13 14„ INV EL' 14 O O �- =G.D2 INV EL' _;� rM IN �.4� `'� L 5'-7" - - =c^.v 1 INV EL� - - - - c o _ 2"MIN-3"MAX - - - o N 6" BASE OF CRUSHED STONE 4'-6 1/2" 4'-l" LIQUID LEVEL 4-4 - - ,- - - - EL= -37.2( - GAS BAFFLE 15 1/2" W X 30 1/2" X 10" H 3 INLETS------5 OUTL;'TS EL- WATER TEST REOULED J'X� FLOW DIFFUSOR S WITH 3'OF STONE AV 6" BASE OF CRUSHED STONE I.• ALL AROUND AND i'5jrBELOW INVERT 4 VIN DISTRIBUTIOA BOX D/B 8 BOTTOM OF TEST HOLE I 10 ' � 1500 GALLON P/C SEPTIC TANK WITH H10 LOADING SOIL ABSORPTION SYSTEM PROFILE OF SEWAGE DISPOSAL SYSTEM (TRENCH FORMATIOM) SOIL TEST RESULTS:FORM HOLE # HOLE # � %t1° ELV ,✓•: ELV r4 12 ,3 4. 24" ` ,4n 48 N ' .. .,r ', v,�• -,L �D-9G'' ;,,, v,�. .,' � r �,l"' � /�C- - - - _ �bL V rl .�� ' � r�,q �`. 2�,// --- 601, 14 961, 1 TL '✓v F = \ ' 0�' h �� v 084, R�� � � 67;.�� e) '« i•+471.d;'(�4'; 132 .�iNY ��ir'• 27 g ?g• ✓_' ' S� �n t \ �!"! �-.._ ,Q - �c'__ `7 r - ' / I / 144" Ea-zG.9 d --26 ELV "`�•7�. ELV R,C - 7 5.98or D (� % -s .(•.. <'--t/5 'GL 'Vo -7L�•r/ \� �' _ / Q,,���y - �� ' 'Ca� GROUNDWATER ENCOUNTERED 4 9r�.r- sig•NE-LEti: = ZS.s �� -- h --- - -�� i. TEST DATE: ��--_of B.O.H. lsJ4X� �' r m SOILS EVALUATOR: PERC RATE MIN/IN@ 7-" " HOLE # �' ,c. o i2-t5--8o / ,F4iee�tikSpc" T SOIL TYPE: -y LOADING RATEZ-sue GAUSF/MIN ~'��`'��' ? f ' /V° '"y'�r..t• "`+ ' .CJE'ti:5. -U !✓3,'�Qk-v"'�-S �' "1 9d I/ /- '� R /c v' o��:. �?' `-' - 1 L� 2 Ol f I. 4.4C T JIJ LJ,2 ;1/ y�*, DESIGN CALCULATION ,� S r 1.NUMBER OF BEDROOMS : ( TITLE V MINNIMUM-3] c 2.GARBAGE GRINDER :-- NONE PERMITTED �= �-�'�• V �'1 r' �� � � _- �' / / � � , � 33OTAL DESIGN FLOW : 110 G/D/BR. X j BR'S = - > G/D �� 4.SEPTIC TANK: X 2.0= GALLONS v^_' --.1 '—'�j74-4. #3 O USE 1500 GALLON TANK [TITLE V MINIMUM]5.S.A.S. FLOW PROVIDED : . S �3 Tz O Zv 03&. -5oBOTTOM AREA : :r" _ SQ. FT. 3 SIDE AREA . r k �i _ ;.LG SQ. FT. vP. I ':" /Uu a ' I ---r-F ` ' TOTAL AREA : ,00 + /4D = d,oc SQ. FT. _ " I FLOW PROVIDED : 0 X11s6= 31 o G/D 17�rr ' - '___ 4 z� / e,L —�L - $,"7, &RESERVE S.A.S. CAPACITY : / RESERVE .- 3 3� - � _ - G/D �/ M� 1 �� � f/� y / � � '� - i �� . � I I ' / �F 1���' 'l � �/L in,"/•/ ,1,"ry f _ 6;0 � ,- GENERAL NOTES,- �f GAY_ �AND �' A,/ 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 INCHES OF FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE jp INCHES OF FINISHED GRADE. 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY MUST WITHSTAND H2O LOADING. 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN r PLACE &FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL CONSTRUCTION NOTES: SITE AND SEWAGE PLAN EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE ¢l•1�7A•P�L•� �4. V�1.ea.RJ�I�iT�►BL�' AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES `'- FOR: � " E �,��-� D���.�Z� •u�'�'r°`�'c &THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 � F;"3) ev �G�otzY INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE ���M off LOT: �,��, �2l`j - 3B� T�R�ILLL�r nice . 1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND ,r� r� S-'778 -z34 a oz-�4-t 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. �� 1� �' �,L1� �� --s �• rQo P- �� i�c /��� i �-�7D Wa..-t- I�TE Lsi.�i� 10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. LIES w ',''' tt3WAR ` %' DATE: 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED ASSESSORS MAP# PARCEL # �Q 4 j` " 11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER ZI AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH 9N0. 71 r A v G �� Q� N ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL FL SLOPED 1/4 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. PLAN REFERERNCE:f-Mt ZSZ ���� '� `` T `` No zes�o B Y: FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS ifs' s I :�5 Ljn r.l•p w���-� , Nl/s D2Slo 3 BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. ��+? !, ' `-� °�I �1--� t a�1 � �8� ' r���, 8 1 'a G �7TD�Ls - 1 .:.. •: -. .n e- +. .. • i... ,,.- r..,.. .._ , _ is .+.... _v ., -.e_:i .i x. WE I+�I�ST •r: 8ARN STABLE F TOP OF FOUNDATION ELF RAISE COVER TO 6" OF 3 RADE EL 3�.�+ _ ' !SHED GRADE f:_ 4t v ` EXISTING AND FINAL GRADE EL 4o f r `\�- EXISTING AND FINAL GRADE EL= EXI TIN AND FINAL GRADE E =,4f.5-*' - I EL - INV EL= 35.50 5 G a-02 E�-3�d.3 1' MIN : 3'6" MAX _ G,�v) r7' FLOW LINE ,Lt�IE �jG� >- r✓ o l = 2ooc� EL-- 3r�.00 ass 4 � INV EL-- 3 3.50 _ 13" I N E�14 3.3 INV E �.�.1 � � 00 Z'i�+„1 y" t • o �, /o ' INV EL 37-93 INV EL= 37,�6 z .o I - _ _ �s►su,a„ „5ibJu- 5'-7 2"MIN-3"MAX � _ _ GQ�✓�7"Y INV ELF 37.E 4e-Av/-ry Q 6" BASE OF CRUSHED STONE 4'-6 1/2" - 4'-1" LIQUID LEVEL = 354� EL GAS BAFFLE ., p 16 1/2 W X 30 1/2 X 20 H I ` - - - 3 INLETS------6 OUTLETS WATER TEST REQUIRED 2s.76 W S - - - - - - -- - - r-iV6- 4'XaFLOVN DIFFUSORS WITH zOF STONE 6" BASE OF CRUSHED STONE �',_ �„ I 7 0'± ALL AR(DUND AND 2� BELOW INVERT 4 MIN DISTRIBUTION BOX D/B 8 �.� BOTTOM OF TEST HOLE T""' ; L,� or, _°� 10 Cc Gt4LLOt.( TWD coN, PF C rNI .ENAT' �(� '!�" Pv�1� � NAMC-�>✓2 �N Irt-t N 20 L.C�L�l7 1�=, '� - - - - E L= 2 e 5 1500 GALLON P/C SEPTIC TANK WITH H2O LOADING SOIL ABSORPTION SYSTEM PROFILE OF SEWAGE DISPOSAL SYSTEM (TRENCH FORMATION) " SOIL TEST RESULTS:FORM # HOLE # HOLE # ELV-ice o� ELV= 0" _ % YP �. % lr4 R 12",3 .. a,vgv� .yw� 36" � 2� 2 48 60" �A ��_, �,�'•-_!� --,. � yam. .. �? �o''9i. vK � t ,�.� - ----- --_--- 1 � ` U� •" D!° _----- " n p \ 3 �UZ,96 78 1081, 13) / 3 ✓' �; /� c4L�r� rj T ��p5 l SJ ` �`�`5 V��sly -1 2G .2 ZG , , l = ?O >�lZ s A ✓ ^0 n� vy'�'� �k / )1 /' \ \ } L' f.r L✓ -rz r 4� --- ! \. ••`-__ - --. -` �O W n .I G)` �j^'I /�'�1 �1' �� �, ' ti 132" Ile_ 144" .17G"tic-ZG.9 .✓ U d �''� ELV- �ti', ELV- GROUNDWATER ENCOUNTERED rsi�/�1��/ = 28.s -- -___ U O (3 TEST DATE: /- <<;� ;� B.O.H. SOILS EVALUATOR. E. • . •: = ve -,.r3- -3G i Z�r / PERC RATE /�3 MIN/IN@ 72" " HOLE # 4 �, i2-i5-�� gY C l'4iQ94,vk rc, + „ -o - � �e.•t f�•v /�, /ve-P-66 G SOIL TYPE: t- LOADING RATED S!: GAL/SF/MIN r• _ 45 � q `-�ir� . v • �`Yo y T� 0 �� I' ;•�•; R DESIGN CALCULATIONS - - - ` 1.NUMBER OF BEDROOMS : TITLE V MINNIMUM-3 2.GARBAGE GRINDER :-- NONE PERMITTED 3.TOTAL DESIGN FLOW : - 110 G/D/BR. X BR S - G/D 4.SEPTIC TANK: X 2.0= GALLONSr�, USE 1500 GALLON TANK [TITLE V MINIMUM] USA IUOU GdL. FUMP Gt1/�►��r✓n-_ �y � [- �F'EG- EU - Mt..ltwtulh � l A +� 5.S.A.S. FLOW PROVIDED : BOTTOM AREA : y "� s = SQ. FT. � SIDE AREA : SQ. FT. ---- 66 p = _ _ __ _ __._. -------- >_.. \ 1 TOTAL AREA : :as + a�% _ / SQ. FT. \ = �- .. c �� v s niter a 9' FLOW PROVIDED :-- �2 i XQ.sb= -f ! G/D - `4 / ` L r- J 1 &RESERVE S.A.S. CAPACITY : ��-,'" - � RESERVE : - _330 = G/D r _ 5s� - -- z.. N i `h 14 2 GENERAL NOTES: ��/� f~ � L �.._---__ ( - ND G !.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 INCHES OF FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISHED GRADE. ,+, J y I 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY _ MUST WITHSTAND H2O LOADING. 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ' :,•� ' 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN PLACE s 6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL CONSTRUCTION NOTES:- FOR: \ + IT AND ` t N r EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE � "� '� 'v`d`• V�['eeRJ11'�T�►8Ls' x'~ AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES '� �"' ' Tt�.to�� Goa(yT p�t��-L�•t�.0�-L � , 8.THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 �Z�L INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE r t LOT: 11 1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 1 //�� �,,(�a "� JeSTEn - -°,� ,h 5d8-77�-Z249 ozGatT SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. '"> ! € : �.•--- '• �2oQ. t '� 10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. 5�'-C , ► .oo �o�r � N �r.c t; `` �� DNA-TEP�/�.TE L a.n:1+ ir 11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED 2� - DATE: ASSESSORS MAP#PARCEL #AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH '1., �fz o NL ti,J Y PcT i o rJ o t= E R a EY1G, PLAN REFERERNCE:�$k `�. £' ;. BY: 4- 12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. t5�o5 a sz'�T1= M. ''' FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS :; a- ,# 4-k QT �' 170."B \Z ` ►.1 w c.k-t , t�l/s BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. 'P� - Z3 l'7 ( 1l-l'p L.641 Ze 9 j5 dB-1a81 3 i , .. ,. . _ -. ..._._. ...:.. - - x ... -e'w.•-,......f±m�,..x•#amYb4rr r _r �..,:.y .. .- ♦ r stir TW7 • �- Y } .. a -'4 A v '.. � :.. ,- r ..,. . ... ..:�. .. .- .. .... ,"�..- :: !'; ., ....!a, .. - .a e� :'per ,... .. + .:.: ,. .. , -. .. -: _ 4. r. s - - 'fit .. ... ... - .. ....., -.. ',Si.. .. ,°Y - ,.. C. .-. _ '. -. . C'{ ... ,..- -r._ .,,... .•Y. ...... , .r ..... - : .. 4 :!-1. .. .. + .. •.. 9L .. .-.:.a n_ ♦. .. t , .. .. ., .: 4ei. .. ,.. n � .. ':. I Tli .' ..- i. , :. a •.. .: . ., • - , - , , .v... ....:{... MI .. -. .>a..... • i- .fir�" .�:k'.. l: ,y4�Y., BARN / 4 c; 1 HOFe� ,8 STABLE TOP OF FOUNDATIONToy��rH;!„r�6199� e ELF ;­ .DD �' RAISE COVER TO 6" OF h HP GRADE t , — I RADE EL- ?-� EXISTING AND FINAL GRADE EL EXISTING AND FINAL GRADE ELF 6a �Q EXISTING AND FIN R - , ,._� 1' MIN : 3'6'• MAX - ir - �- 3 13 INV EL- �. ZS �- ?"ZMa 5 - � Flow �Givav S INV EL--:'-'. 13" �, -�6 5� ZlGy F� 00 19 )NVFL: EL fr/—f INV EL- 37.74 4awcsvNr� �N!�. r .. _ io - - - - - - - - - - - �L Z8.5o 5-7 = .. M ` :- o,o� _ -_ -7_ 7> -� � INV EL - - - 1 - MIN-3 N�AX ;` •, ` - o - I 6" BASE OF CRUSHED STONE - EL= I -- r-lr2"��ne 4'-6 1/2" _ 41- " LIQUI EVEL , , _ .- eMUI AL- GAS BAFFLE 15 1/2" W X 30 1/2" X 20" H F>`nN� GELt t�Q E�e�AV 4 t l rJ r�1 oan! p 44 d Ct Or I� _ 1 �I 3 INLETS------5 OUTLETS n ��PtAC�/gLsGk �� MC�4G 1 Imo , - - w WATER TEST REQ IRE y� usz4 , ?l0.31 U D 3 R AIN 3 _ _. t t` o W =r ' F ) 4 Xs' DIFFUSORS WITH - OF STONE< � _< 2 /3%a, ' FLAW � -" )ALL AFR ND AND BELOW MVERT %'� B 21DGMV_ L5r fir /. z4� ry v. z7.5 �=,o -rz�►-t o o - �-'' �nl� 6" BASE O CR SHED STONE - — 8�_ fir, k� � .. , _. C-1`��Irt - � t, .� - Fp L ,jcyR �i�y.�♦1= moo-T1�4�8 't'fbr�t � �. 2 DISTRIBUTION BOX D/ S - = BOTTOM OF TEST HOLE �'` � F�-'?fL 3 06t4 EL Aox-- HicA1-i 6%izo wor n GliQc� 20 0 GALLON P/C EPTIC TANK WITH H1 L IN o i �'= r�8o r� 1 � �- �� ABSORPTION �>` OIL 9 � �,_ e - ` --- �� •' ' �If � r-��� — �o TRENCIH FORMATION _ 2G 3 .oG t o % <<y�1 7. "'� 2Z4.00 ' �a<, 'r eq _ IL TEST RESULTS:FORM # 908� 1 �� , I n� S �3? SO a - HOLE # HOLE # 2 GT1-i •S i " L �� --�_w __ ___ ` _� 3_ -ys f?� 1 �y219 0114.4 / 1 s IL ELV,-i32, 1) ELV _cJMy s gr�I7 ., LU►JMy�fN/7 7 1 :D % 6 S `n;e�y�14yvlv-4TF 3 �`' " 1.� n� vt _ 7 $ Fut r .< 249' ---- AIZ g/ so a h mkt e 6 s \� - \ _ 3-4-�J8 .. ` // J 36 off(,•r � % jp Y � 4 t�y C-6 z �9 �� \ ��k .C. O �.5 (log 8 9 1' , R_=�.N - �/. IzA✓K 4 48 1 N� soy S' c — — -- ZT 72" ­51 G 7y Idyl l � Div a �� I c 84 r, ? i - �oc, fl i r !r?� �,'oYr66 Cz � If\l1 9}2S 108" 1 Cc�v3 n 1 1� �^ Si�'c�4 E 3-11 -�i n p IV It L9P/E,.4Tf/l Vq�2���a 132" .3a- 7.S�' 3 O�X� S y2 3 3 rV 11 (^ n` \` wise s b3 .. �ifr sf.vo �� r ^ :f `1 �J �� 144 < Q ELV i ;, - ELV tB. GROUNDWATER ENCOUNTERED : �,�� 1 !j1 v ^ `{' y` ` �V N TEST DATE: �- 6 ,- �g B.O.H: ��,. �>v.✓.✓�♦vy � � � � `� M ! : - � � n' <� >'':'T/L!-- S!�23—rgQj r�"36/9 .,tr� �O �� , 1` n ` '� �. ,�t,'✓mot"' `�' h SOILS EVALUATOR: - ��� ,�-�7 \ PERC RATE / J MIN/IN@ 72 •' HOLE # 4 U4 p/1 Z- rU�. j' �a"l l?�5t 3�g� V� ! ` i-` �t� a ! , C r , 1�0 -j� q SOIL TYPE: Z , LOADING RATE GAUSF/MIN y e�c� ���g,C?, /t; ",/6 c�✓'4 �/�E �. •PYo 7-7 �d v s�8-4za - 4' '� � B 9i✓�? s 1-�:; �ttv, f�'I� r - 2 G'oNrzsr/�S ' 4. DESIGN CALCULATIONSl�Z �� 1.NUMBER OF BEDROOMS . ( TITLE V MINNIMUM-31 1 2.GARBAGE GRINDER :— NONE PERMITTED 3,TOTAL DESIGN FLOW : r �� Y 110 G/D/BR. X BR'S = 440 G/D 4.SEPTIC TANK: / !� ,� �+ tN k i ' 1 I /-1,= 2 7 a X 2.0= or GALLONS 5 �� ��} a (� 1 �� `� ' �.21✓� w USEOC 00 GALLON TANK (TITLE V MINIMUM) GoMP, 5.S.A.S. FLOW PROVIDED : N �L t�. / � � Q� BOTTOM AREA : 3 .0 = 1 SQ. FT. a SIDE AREA : 4 �4-A-6; 'x = 2v SO. FT. // ��' t + zv moo S FT. TOTAL AREA : 2 � Q. FLOW PROVIDED :-- X O.�_ -1-4� G/D i 6.RESERVE S.A.S. CAPACITY : _ RESERVE : k s� - 1 0 _ G/D a� CTN ( + - yeQ ►� , I�� I GENERAL NOTES:- n,� r �� '� I 41 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 INCHES OF FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE ' �; /' 74. 2�' INCHES OF FINISHED GRADE. U '1 (� 0 rTrj 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING J H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY ' a. ,/� D •DU �V �' °) - �� ' Ll MUST WITHSTAND H2O LOADING. I �y � ` G �aI�~hn / 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO0000` ANY EXCAVATION. � ,' � , P 1, `f _ --- ,-- ` _ �I �✓ 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN Y PLACE &FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE � �IGu 13 � � � � DO � � l%J� N�ioTN� � ,E S.A.S. AND DISTRIBUTION BOX. ' �� Q SITE AND SEW A E PLAN `T ' / T 7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL CONSTRUCTION N E � .�- ' _ ,, - .--�- __ _ � ,D.�L� 1�e.. W- �►tyJst�`d�-a EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE �" — - AND LOCATED DIRECTLY UNDER THE CLEAN OUT'MANHOLES - t ' $ `".' FOR: Na�� Go��T51�� G �.��►d� 8.THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 _ - Ti�.toielz Tom- F- INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE �-,Z('t(3840441) G—tstiFilVR�YiL LE J�n��po$.�. �s 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND - .: ♦+► ' Sn8-�7S- 22 4� 0 �,4� 10. THE OUT LET SANITARY TEE SHALL BE EQUIPED WITH A GAS BAFFLE. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. _ �-' � �.CorG r 2 SZ BuTT�� Woop L_,6nsE 11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2- NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH OFFDED v t DATE: — 3p �lg IS TO OBTAIN SUCH ASSESSORS MAP# 21 PARCEL #<38,4D4/) /� II - - IL-ST +� 7 �QFk`r'�� `'� ' �'''�� �p. pLC `Qa�i �1�TED' E�Og� AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT 12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. E:P$x Z3Z �� --- `7 /• { �4 µ' �� �'�S� S�R��'�Z '� - - ,�- ��� a BY: -�i 9' 3 VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS - ,OG� �'( 1c �' wC'tr`-e�.�v7 ��'` '� '�' t4-1 �T�A �, �� x l`1 z PLAN REFERERN --�' FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL n�`� z Sr; H k Z�� BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. �,' r�5po5� SYsrE M ." `�`''/ ! f� �'�`"' `"` Lt`-g Nt"� EflwatZv Aa�� . � . •� ' K. pip ERR 0 ..._.. >L\r Y .. .. .. ... vA :. .... ... . .... . ... .... ... ....: ... .5:: .. !n.. ....... f .L F>. e ...r3: ......S" .'�'ef.✓ _ 'F.e.... WEST BARN ARE h_ STADLE !"t - TOP OF FOUNDATION 8,q IC ELF 3&•�o RAISE COVER TO 6" OF 13 - RADE EL EXISTING AND FINAL GRADE EL= ' FINISHED GRADE - _ .:- ' �' � /� � 1r L32-� EXISTING AND FINAL GRADE EL=-� � - + °�..° � d� EXISTING AND FINjAL GRADE EL " a �' tt1Z/ E L= 4-0 ��'I 'a -` V MIN : 3 6'• MAX INV EL=31- -�- FLOW EL- INV EL- 13" I INV EL- �' 00 �I,O G • �, - 19 L- INV EL= <►� ' `Zf�+ - t �3ssu� Aiib Jlr Z J� t VEL - �_�S 5-7 � 2"MIN-3"MAX ( *eA✓,7'l' 6" BASE OF CRUSHED STONE ��'� 1►Y -� 4'-6 1/2" 4'-l" LIQUI EVEL ! - - - - - - E E SNT _ � ELF =;';r ✓ �- oK ��c c,w• F��vcFt L�. - GAS BAFFLE 16 1/2" W X 30 1/2" X 20" H I - - - 3 INLETS------5 OUTLETS I--- T } t>.= ��: .: _ _ _ �-�'•�I � WATER TEST REQUIRED �yJL04'X�FLOW DIIFFUSORS WITH 'OF STONE(5"-' IN 6" BASE OF CRUSHED STONE r Lb � �'E'`'��ALL �Rt�MID AND _;�BELOWD VERT _ DISTRIBUTION BOX D/B 8 BOTTOM OF TEST HOLE 5r) D U PL E_X PcJ M k- e,-C-5 E NK lI oDO �ALLJ rJ 1 ,_ � Py1~�•P �NI,IV�BEfz. �tT't-� to-la �.��'o tti�-� _ EL= Zg.S .�.dS . INd�<• >�lctN�J,�n/n-csx Z000 GALLON P/C SEPTIC TANK WITH H ( 0 LOADING j SOIL ABSORPTION SYSTEM PROFILE OF SEWAGE DISPOSAL SYSTEM (TRENCH FORMATION) SOIL TEST RESULTS:FORM # ��BS �.�-��, E�� 'K �--iu,N HOLE # HOLE # ot-v T��-v 0„ ELV'(41.G� Q` 'H Ypt' /GYM�i U ✓-z" l_o� L aM i � .'v" �,- ^�il�� � ,_�•�'--s?� ' .'L�%23s � �ltg �tl_ 'UP� �JO,I- 12 ��,.>y � <...•.yswy yk 3 3 �tL Sir '� v �.sY 24" G, ��'=G�wst,2 sr�/ ¢ r ��✓�v�'� �► 3fi„ &13-v PA 5 5.o �o Sc..t b V�� Test 48" 7 ----_ - I _ 7 !IA� Ilk rl 72 r .4•`m80-� ►'� 1 - --- `�T��f� ll ` �� / �Y ----�� �`, ` �6)� 84 � 12.`� l l 9 � 96" . . ' 13 1 �TAIn, 3 1�oti ax�o= sa v��st�D*s g � ;�' c � �}�� 108'• - tea"' y5 U 5 --- -- G�E�^JE ` � �� v 4?47 -Apr r .. 132 v A t, � ,�2 rYvO 4,1'fJfNy/ A-'o� ` �v 3 8 J � 7►� � I� y vG!� "'0 °1J>F t`. ?/,'- u�Tsn 4?/.".`�,.��.9 1�0 �,< dT� fZJ 'O:1 t`Y rt t? p M Ac� _ j Co �,©j ELV- 5 ��;�_ 144" ELV s.�sar ras i t - o ,,ti - -- ---- - E - s ec GROUNDWATER ENCOUNTERED 9�,r-�s��,y��t/ g 2g.s'ac- CCC �� 8u'� "9'� Op/ . .4• � �..o-�- '�� i� � -- � �.--------- ----------_ �5 '� TEST DATE: B.O.H. ti:ti'ti H�4 � j w �x �a � ��2 'a ?_ 4 SOILS EVALUATOR: ; . . ..� .��r��,v� _•�- 3�./ � PERC RATE � MINAN@ %2" ••HOLE # SOIL TYPE: LOADING RATEz 5s� GAUSF/MIN 2 �� <<'<: .f =t'�-%t- •;14 ' j` ` r`c }��iPYEX� ?O�ts'�ox�iPsE S�-t/Jr / �� `r �j�1 �l � 'fj a GJ��� n6) l j J �T� .-d�'/Ii c�..r - `�� - ��i7 - �Jr-Y-'L� � � -_ _G'-- C DESIGN CALCULATIONS ` 1.NUMBER OF BEDROOMS : 462 [ TITLE V MINNIMUM-31iq 2.GARBAGE GRINDER :-- NONE PERMITTED / A. 3.TOTAL DESIGN FLOW � 110 G/D/BR. X 4 BR'S = 440 G/D -— - �f�o '`r 4.SEPTIC TANK: ViL 44o X 2.0=880 GALLONS �_?+ _ - 4 - r. (4 ' 1• �� USE2000 GALLON TANK [TITLE V MINIMUM] 7-WO corAVArL-c M�tJT - �- 5.S.A.S. FLOW PROVIDED : G BOTTOM AREA 1 = 512 SQ. FT. Z� 2b sfl t� 4 SIDE AREA :� • �>�.+�+�-�)x 2' = z�� SQ. FT. ,P,w ' TOTAL AREA . ` >i2 + ��3 = s�oc� SQ. FT. �/E` A� ►=a , FLOW PROVIDED :-- o� XQ-56= 44,3 G/D ^� jK v�t�ac5/ c f'r &RESERVE S.A.S. CAPACITY : ! D� S�� p RESERVE , -�-�u = G/D :1 G \ ems. • i,' � �+ �.\ :I�-, GENERAL NOTES:- �i�_ A�_ X-1� l AD `- � �7,3� 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND TOWN OF ' RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 INCHES OF FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE P � INCHES OF FINISHED GRADE. J ' 3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY \ MUST WITHSTAND H2O LOADING, r r 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO 0 ANY EXCAVATION. 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN PLACE 6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE , �O . S.A.S. AND DISTRIBUTION BOX. /2�7T.Q d � SITE AND SEWAGE PLAN �T 2 TSEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL CONSTRUCTION NOTES: ` Q EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE '" �Z,440 f F - FOR: >tit�ra►P�.� " Md-' w.e&""PTA•8�, AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES' � pFlt�.+sZ�.cc -�h�'�A'�`a 8.THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN t=�`°'eo �.T" o�zY TQ. �L2�,o►."J-r INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE 1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND �s " �F kt LOT: ��►8 �� L 7 (384D�41� GR\l LL.E�, Nth . Po- goy G�I� 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. �/� t �ti1� �.� �_i sTE p - T' �EiQt/E 7r W A57Z1NP5 l * 10. THE OUT LET SANITARY TEE SHALL BE EOUIPED WITH A GAS BAFFLE. SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. \ / ��-T. I .00 T' c, —�L v. -c�r.c � DATE: l - 30 �8 ��v: 3-3- 98 7WV_4-b 16 11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED r�� ; „ AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS ESAFFLE AS SHOWN. ASSESSORS MAP#_PARCEL # ', JB�� 4 1� loc ► n,^�- ��T S�4c,c -TT �laT/s•1175 ti, I� 81 e OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH T - DETERMINATION FROM APPROPRIATE AUTHORITY. � ��d' r Pc�TLTio>`1 0� r��vEQc�� y ��Gj, ��cJ(Z �� -Z ,j� 12. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER PLAN REFERERNCE:�$k �S< t�Gi�, 1�is�a� o sz-sTt✓ M, ' �` s '�,�t BY: �t �T �, �D g �-Z 2� � -3�1 9 FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS ��s 4r -t5Z,I T__)w c_k-4 BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED. 1--6 � s=�.v�,�-p,o„ .fin . P1✓ +t Z�J? - f �ti�k.ST • • . . �STADLE i 1L_ TOP OF FOUNDATION ELF 3''•C RAISE COVER TO 6" OF HED GRADE _ GRADE EL° - EXISTING AND FINAL GRADE EL p�` � �-��\, EXISTING AND FINAL GRADE EL`1 EXISTING AND FINAL GRADE EL ---- - I=t_•3L,s�I 1' MIN : 0 MAX / �y�t' ` N INV EL° •,� ._. . �� _ �. o_'� _ —_ FLOW LINE 2yL �` EL (�y��Y� ) �!�c¢,a✓�t/s,o„� A INV E L- 'k 13" t j N V FL= �- 1`� - nr -/-- 00 i,b �a` n je a� cL� _t = .� EL INV EL' '7.74 �� E . - � sA- Zr�b.So 4 ` Acvnip t"'NL�. 5'-7" „ I ! 0,0� I " 1 �- 8 • INV EL, 2 MIN-3 MAX GRov� ry �. _ '`,°. G►ap E.�__.a 6 EASE OF CRUSHED STONE -- - u 4'-6 1/2" 4'-l" LIQUID LEVEL / - - �Mo1 s�L L n,�E F4 4� � �tLTZ' -L/a•`r �� t) I GAS BAFFLE d''� i� 15 1/2" W X 30 1/2" X 20" H N 3 r - �-.E L�� �xCcV4-i2�,J e,nJp 4'4 b.cvunlD 3 INLETS------5 OUTLETS ) � -- -_ ---_-- --- - -- . 3-A -� � WATER TEST REQUIRED _�F-rS w�-t u r�rs-� Ewe. CcjP�,�� L�Sa�n) SIMI Lam 1 tL=25.«t� - ,, z1c q'X FLOW DIFFUSORS WITH OF STONE' ,� i 3lDC,N11Z t5.Z�� �3) Fowt �LC-�/. �4 rvt�v: z-t.s+ MIN `'aT��"t nF= TrcoTf�4��� i'fD�✓l o �I>` 6" BASE OF CRUSHED STONE - — � " „ �- 7,pt �4"�+*' )ALL AROUN® AND , BELOW fNVERT - - ��S"B IF - ��-- i „ DISTRIBUTION BOX D/B 8 - f BOTTOM OF TEST HOLE a 6 V �14,.�" 5'-D .. o p.tic " K �-c>vJ r F GSL��s 5: 1 O^ice" PJ P X ICU �►v�P M 2 �oticnK"' - �7 ------ — c-N A�!.a!!Q. eoT o►J po 4 50�15 3 ? �.,_ , GALLON P/C SEPTIC TANS( �D --_i� `� r4 N 0 G ? 150 K 72 WITH H10 LOADING ,��- �8v�s�- '� % �' b`�'' �) �ar &o . OIL ABSORPTION SYSTEM � ' � g /c8'' ,1' 14- 51< . : �• N �i7-��, �� ` �„---- e �10 TRENCH FORIMATION - 2G 3 .OG �_ �M to !� it 12 2 4, D ' _ SOIL TEST RESULTS:FORM # HOLE # HOLE # DTN 4 s� I o ���� 14 ELV ' :,4 ELVx `�) _i - 1-�� A •, R " ,-s °".%',/�+v,.'..g r n i/f;fg j•'f4'p`)' 1!N 'j ?'' v"`o 9>►,w s%c� 2 - - , %1 tie , r I ICJ L o y 9 1 `t r' '' \\ f �' l r���' t2� (3 jr'_?�• r, 40> r �_\ ; /�_ — �_ 114 t30 _ �sa�y3rttt� � d C> rl D 3 n 7- `'W/O/(eS( scor t Z4.. .5a/v'4 ti�0jt l5 Ed2 4 149 . ,,• / ! - ,t n 4 b, ' .�w ~R`' ,'f 5 1<LtQ TT t+� � i/I. C - , /� _- / i 'Y � �� e 7 -� OL ZG .ay � .� r� ze.s li4 ' r$;�' rc A ��. � � �ic��-� •s //2, -¢ TO_' S.F. � �3 /T�N�;',s.F' = 14 3 �6 ZO f s F i ep.s�r�l�t�rt�g� rno ��.. 74 � „ ti - �aY � ` " 84" 12 _ ,y va 9 3.9 ,o '�• l � •)� a !'r ,1 L�`J' (- ,S i,5 s •' v i 13 ` L t, S1 w �� n N v ,Sf �Q I v. J r '�` ` / ` 194 'A IV Al �x. ,,,� ��J N S 3 dais s f' 144";4� '��, rs.►.p �l `� �� Q � �' � ELV—1 ELV `- 8c-r, ( (� 4N V1 4 Q � s `' 1� �Ilk � s 7 j GROUNDWATER ENCOUNTERED = V q / I r N' N `r- TESTDATE: � — .6 g, B.O.H: z�,✓ti�tiy v /� r �?` ` l " ` /'� oil N \� SOILS EVALUATOR: � ��+�,` .��. -.3ti9 ���� ,: ;� , Ek tr °^ .-�� •� v.13�8� (� •,�1 Y� PERC RATE MIN/1N@ HOLE # -- �'fB4rNk` �. SOIL TYPE: LOADING RATE GAUSF/MIN � ,, . `.�$,n,,5; /t%PLE `` f! i-A4ry N CALCULATIONS DESIGN s ' 1.NUMBER OF BEDROOMS . ( TITLE V MINNIMUM-31 2 GARBAGE GRINDER -- NONE PERMITTED t --� 3 TOTAL DESIGN FLOW 1 10 G/D/BR X BR'S = - G/D �� `�� � �-T-t_�w -Z77 4 SEPTIC TANK. �N 1 ,�, X ') 0= � � ' GALLONS A � �y Z�. i ��` i � ,Ii ��,� � i `' � � � '�� V USEk5M GALLON TANK [TITLE V MINIMUM] .C`ati�En tE7Y 5 S A S FLOW PROVIDED BOTTOM AREA - _ SQ. FT Q / .,,2 /' � I 19. 3 C SIDE AREA jA4 �-44 t; + SQ FT TOTAL AREA + _ L?oc SQ FT l / s6= t /D J v- / p1 't FLOW PROVIDED G 6 RESERVE S.A.S. CAPACITY : RESERVE t t v. G D I � � 1 ENERAL NOTES:- DU I 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E P. TITLE 5 AND TOWN OF n 'k1=51 t_ RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE X 2 AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 INCHES OF Q� FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE OAIM l INCHES OF FINISHED GRADE. 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING �• ' ,��t 2 H 10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY �409) MUST WITHSTAND H2O LOADING. , j ti3' - y,j) wTLJtr _, 2 _ ✓t�'t _ �/ �;� — �, L ?I l 4.THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN PLACE 1 0�3 pD � ( 1%Q,e, Wi,0711 " ' Y .E 6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE 0 ` S.A.S. AND DISTRIBUTION BOX. - - i / SITE AND SEWAGE PLAN 7 SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL CONSTRUCTION NOTES:- r ' L �-E EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE _ FOR: `� e9r AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES - - 2hIST�-�L ^mod w• 8 THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 ' I NoT�f Lo j _ • .+- J ,� � ., t'��� sTzo F -lt .lolzY�T2 ZZ S�� )TYRE /- , ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE VERIFY A AND ELEVATIONS AND _ `�' �° LOT��o INCHES AB 1 CONTRACTOR/INSTALLER SHALL VER GRADES ��ti „ �.���--17 a- Z 2 4 9 THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. — * � 7 SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. �. - SANITARY TEE SHALL BE EOUIPED WITH A GAS BAFFLE 1 ���rG r 2 BvTTo� 10. THE OUT LETl L DATE: 4 -6,-9g r�tv: d-t3-is3 11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER 2 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH p�FnED ASSESSORS MAP# 21 PARCEL #<3�,4c441) \�, 1/,arzl �.)u e 4 JL-;1 O 7; _ AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN OR ZONING REGULATIONS OWNER/APPLICANT IS TO OBTAIN SUCH r PLAN REFERERNCE:P Z3Z �� `t -7 1.G� l r mill 54µ � �f �; 12 ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1!4 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. — BY: 4-1SAS -3�t ram- � "�1 OCR` M i�.( `�-`1• Pam- � t a Vvc-�t--e�l t�5 .,,5 t E •. ' G FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3 VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS c _ �~ r-r vim) A,.1�( �% 't f U rl DF S�'r.�E{'-s�*rt fss'OM�► BE LEVEL OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A S AREA IS PROHIBITED E= WAr c' A -`'! �' ,. � .,3 �?1=_�► Z�9� t �a ga 398 - G�t3 - y, WEST/ 13 A R 14 ��E 1` TP. F,LI- t . 3 8 TOP OF FOUNDATION \� It.�K ELF 3 RAISE COVER TO 6" OF l� • I c• FINISHED GRADE - - RADE EL' EXISTING AND FINAL GRADE EL=33 /"*' �_� EXISTING AND FINAL GRADE EL=- X., EXISTING AND FINAIL GRADE EL dr.0 - E _ l � 32 �3 - 1' MIN • 3'6'� MAX INV EL=3 t . t./„ L�� � o. �z 6 , � _ 35 p tr•2� -- L--,o� � s FLOW LINE �- t' pn 5 t *o¢cEMn�u_ INV EL- - 13" INV EL- EL (yet �� ) ��=3� z , �►�l !. , - 1^L INV EL= - Z ��+ s 5'-7" /o Lr~ � 29.sc, I - L 3/ ..-- INV ELF �` '•.i� o 2 MIN-3 MAX C°,S=o.OZ ,. �R^s o ±~ '� Uc.1n N�n`m►�L: *zAV,7y 6 BASE OF CRUSHED STONE --i r 4'-6 1/2" - 4'-l" LIQUID LEVEL ! EL- - - `` GAS BAFFLE 4=3 I f 1�7c<-.4LU. A S>�r-L�L 15 1/2" W X 30 1/2" X 20" H � - A I�--• s`L1>,t'-C���.i FLU �! ., , 1r a L��1 �� �. C N-�L, 3 INLETS------5 OUTLETS --- - --- ------- —�►I v�p WATER TEST REQUIRED L AM 4 L ON" A 'X?-- FLOWi 6 BASE OF CRUSHED STONE � '- ' � � DIFFUSORS WITH OF STONE ' _ — s t�:,D�L_ .7+ D" ,+ (4'e-"cr,)ALL AROUND AND BELOW INVERT .4 MIN 2 z.0 ? Z•v �.•i----�ro-Tr -� DISTRIBUTION BOX D/B 8 -�. BOTTOM OF TEST HOLE Fr `- ' F° s - - ---- ,, d n� E . LJ U PL E t'�J N� ' c��'';I ) .N`- 2 you[►� y y r r�1"L �3 c c �, '? --- '4`„C'`r` - ---— -- ---- to N v0 So�J S?, f P�-G•'�� I�Js�n�-L'«� �t�Gt4c.f F� �-�C�, 1 _- 1500 GALLON P/C SEPTIC TANK --------- - --� --_..�_ -� WITH H t 0 LOADING 72�,--1 ,) SOIL ABSORPTION SYSTEM 9 _ 9 PROFILE OF SEWAGE DISPOSAL SYSTEM F (TRENCH FORMATION) tI SOIL TEST RESULTS:FORM # {Z•F'n��%2. ,&I`� t�S v.e: Pt�/�c`raQ- /` , QI � �����'; ^vs,,. -�\P� �1G(• �J�C_ Gcn14 �OMN�, � .� t 3 .I ��LY'l � 3I 1 HOLE # HOLE # c�t_vT't :t L.v -ST �Q ( � v` �Y. 14 ELV ELV - - 1 --- U� Ll— avf Sctu �O l In ,v' 'h LvC-ATE t tiv, 249v ' —- t Aid L'PA►.� 5 —-- - 5 .G� ' -F ni t l7> -C ,�/ 'G•v 4S" 7 7 '%n B _I %tL�`r' t3 z3.0�Aa �\ �/ t I � 4 1 Y � U 1 b� ltt" SAD�f>✓-� � � - �� ol ' .'� H,n ' rt•r :9`u�80 �iy ' 1 _ r / ,C T- -,��- �.¢°I •�� v _� '"` Z -=�f.�ct�•�•-� s���►���= aa,� 1Z ---;tt.�� 12 � ,��1 r� 'j>' _ 13 1''. �Tl�Lry I3 — OXI'D SoN ( 76 * 9 �,•qM `�(,- ��" �S'� ti 96" 7� UP�9,�� -- - 15 108" 5 ---- W- 16 120" 17 — l �✓ L-� lJj G, IL� v, I132" uti 2B 18 l S e� i t ry 1-7 "T 1144" �1 �.dT i �i ca V t-4 -I- l - -� 5, ELV`aS. sir: r �-6 : l ?.- l 5 o 7 A t TI-j- ---� ��� .'Vtc is �.. � :'N4) }✓Y � C�c'��!,.� �--�-��� E:�tC�L N tC:(1-1►.,Cq � � / `' ���5 7 � �� ��� � Q 31'O9 —� GROUNDWATER ENCOUNTERED 9rtr.'L�`s�a�/���t�✓ 2g.s-x- C'CC 7Ezu Hc:[-."12-OD!" "� , 'l--OT � �----- ' tt�TEST DATE: B.O.H. ti'�'iv �'s`-i�ve/r�w9ri ly'q�r� �ti'G ;ct' J / ) / SOILS EVALUATOR: } _ _ _R _ �l r . 2� .3 r�7/to' PERC RATE /•� MIN/IN(81 "2" HOLE tl y�4 n i2-15 G� s�`l R F4ie8a vas F'e° �- �` $`J�-�SF �t ::�,V/L-drLeQ/J .S.O•�7'r. /V,..,P—to G� /, ,`' �`,w� \`� ��. if,(I SOIL TYPE: Z LOADING RATE''S� GAL/SF/MIN L I ' ✓�5�ti �•;�;;ti _%S__:� ,`t' -f},PI�fR..:,�.��✓c'o�,PsE J'sw� �{�� ' � � �`� Y,-Y'r Aj DESIGN CALCULATIONS ,\: 4 1 NUMBER OF BEDROOMS 4 5 Z ( TITLE V MINNIMUM 3I 2 GARBAGE GRINDER .-- NONE PERMITTED Lys 3 TOTAL DESIGN FLOW ,( f \� 110 G'D/BR X 4 BR'S = 440 G/D L��'I � / , T Al - 4 SEPTIC TANK / \4 440 X 2 0=880 GALLONS �J - S l- A USE15+00 GALLON TANK [TITLE V MINIMUM] ,, � alfJ ; �• - � ,;, � � p� � .._ �� J � 5 S A S FLOW PROVIDED : '` 6� 2� F`"� �� % �- j �✓ Q� y -t.1 /h 'L /qs' -- f�J ,� �. BOTTOM AREA . �'.' -1 = 5l` frl sd, i SIDE AREA : -�� + +�3 ; ' = ZeS Sa FT. a�" \ � ' TOTAL AREA': `9t2 + 2: o� SQ. FT M 1� ✓ c �P� rSW FLOW PROVIDED : c�� XQ,66 44•,, G,D VI ,�K v �t �.ki -=' 6 RESERVE S.A.S. CAPACITY I0p/5����P �0L 0 � r' .� x TtSsT - RESERVE :_.> _ GiD ( ,� 1 t� 19 -0c 4j GENERAL NOTES:- - It� \/ V Ttf ' ' l•':. 3� V / Gy�'�� �(O Y' � r/�• •�r_,g/�' t/c�7 ��—G T 1ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E P TITLE 5 AND TOWN OF s, ,�' p �) N�� • A6 RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE 2.AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6 INCHES OF FINISHED GRADE,WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISHED GRADE ny 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING THEY MUST WITHSTAND H2O LOADING. 4 THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ` ' 5.ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SHALL BE MOTARED IN PLACE (off 6.FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX �� a� SITE AND SEWAGE PLAN Sw 2 0� 3 �2/7 -- �J �_� 7.SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCYED OF SCHEDULE 40 PVC AND SHALL CONSTRUCTION NOTES: EXTEND A MINIMUM OF 6 INCHES ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE �= 52, �i D tS - \ tJ�T y �d.. W.BOR�ISTL�►6L-�� AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES >F FOR: -I i��t ' �T VE<Lzvk - U� `•L,y�c 83HE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 - 'i otzY TiL, rL2 F3C��j INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE IPE 9 -rye 6 wP \ 1 .CONTRACTOR/INSTALLER SHALL VERIFY GRADES AND ELEVATIONS AND ' �'�•. LOT: ��1 _.r' (384od4t) "�� ¢�LLLE, t� , po_ gam,. 9.THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. ' +• ' g-'77� - 24 oz�4 7 SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 'o� ����EsT�U ` � �ERt/F�IJ wNr. ) ,� � - ,�. glumy trti'_O��. � IT1✓ �t�� 2 'S ... ✓,_t ,-�'�f1 v!07 is L—.�r�1� 10 THE OUT LET SANITARY TEE SHALL BE EOUIPED WITH A GAS BAFFLE1 - 1 .00 Fn�rYsSL �? N arc DATE: 1 - 30 - �g V--t-V: 3- 3- 8 ZCV: 4-(0- �� '_�' 4-,3 -98 2 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED ASSESSORS MAP# LI PARCEL # �84d�L 4l tvca' r-A� �- 11.THE GAS TRAP IN THE TWO COMPARTMENT SEPTIC TANK SHALL BE 4 INCHES IN DIAMTER ��T '�cac.-r•�W�T�&1t75 AND CNSTRUCTED OF SCHEDULE 40 PVC PIPE AND WITH A GAS BAFFLE AS SHOWN. OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER DETERMINATION FROM APPROPRIATE AUTHORITY. PLAN REFERERNCE:RgiK ZSZ •�Gt� 1=izor•� .eL...`,� f'e�Tlo>v o� �wER�-Gtt f , 12. ALL PIPES st�� r� M. f 5 � BY: �d-� QT PD.Fur �`ZZ`� FOOT MIN. EXCEPT FOR THE FIRST T`JVO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS /ss -�jn ,J�w i G�� ��i Du�3 F: °w BE LEVEL. OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED PUMP DESI� t`1 �1� �O�M�T� Oti1 DUPt-E�- �'UMP S`fsTEM DUAL P.LTE�tJ/�I It •SG SEy�IA<Gti= ESEGTOF�. AMPS. POMP TYPE �Z"Sv_/p,�/A&,iOiJA/y )E�asrrw�v�12���� /3�Y,F•�� /75J�C'Pj Si4`6cf /o�t41�r //S!lecT� �jTAT IG �E�� I • 40 FEET DY r-1 f-+.r•n IG H EP-D Z. `� FEAT I ��I �/•""��� �` 171ANE.TEK•C L1vU(� Dlstl••tA.RG'E LItJE, 1j5� L.�►G� Cie, F DiSGHAKGr= VE-7 Q- �( 1 •'7 FPS rJJ�I Lam( f7l)f-API�J(-- VOL-li'MC� fAE:(- T I 4 Art) DAY �Jr�tP G�GI� �•� NI�uT>✓S14-,71iMEg A DAY. Sv P P L I f✓>z o �N I L L 1 �1. ►tip S o.J Ec. -�-� tZ I L AL - f J CIE 444 - 6- i36c) Performance Waste Water _ MA-6,�- D vl I .p3 p O � •; 4. '�...: . 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