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Engineer Certification Letter� � ; ' , ;, ,�VfTEET,SER ENGIIVEERING 203 SETUCKET ROAD-P.O. BOX 713—SOUTH DENNIS-MASSACHUSETTS 02660 TEL(SQ��385-F9QQ FAX(508) �8�-C��1 k.AND SURYEYING - ENGINEERING - TITLE 5 SEPTIG SYSTEMS ��==�;�C�`,v�D Amy Von Hone and Bruce Murphy July 7,2011 FEB 16 2012 Yarmouth Health Department 1146 Main Stree� HE��"�-! �J�PT. South Yarmouth, MA 02664 RE: Septic system�a Lot 13 (#11) Sisters Circle,Yarmouthpoirt,MA Our File# 6920-13 On June 17, 2011 a final inspection was done and measurements were taken for an"as-built"plan,per your request. The septic system was installed using the approVed plan, dated October 20, 2010,with the installer using different components and placing the system in a different location. The following notations also reflect my inspection: 1. The SAS components were changed to ADS 16 inch High Capacity Bio Diffusers, instead of the High Capacity Infiltrators shown on approved plan. 2. The entire SAS and D-Box have been moved,at minimum, 33 feet westerly. 3. The entire SAS and D-Box are approximately 2 feet higher than designed. 4. The Septic Tank is approximately 1 foot lower than designed. 5. The Top of Foundation is 1.4 feet lower than designed. 6. The gra.ding over the SAS will be a concern. 7. The pipe from the Septic Tank to the house i�not connected to the interior piping(as of the inspection date). 8. All the interior waste lines are on the front wa11. It is recommended that the exterior waste line run from the front of the house to the side inlet of the Septic Tank. ' 9. The HomeownerBuilder has made a walkout basement in the rear northeast comer. Grading will be problematic as well as drainage. 10. With the house rotated,the driveway will have grading issues. 11. The system needs to be carefully backfilled and graded. The As-Built card will be turned in to your office by either Adam Riker(holder of the Pernut� or Kerry Sullivan,Dig-It Construction,who installed the system. My As-Built Plan with elevations is atta.ched to this Certification Letter. If you ha.ve any questions or concerns,please contact me. Very tnily yours, C�./ 1 Robin W. Wilcox,PLS Licensed Septic Inspector I 1 �% . A B ELEV. 1 26.4 12.0 99.36 LEACHING AREA: ; 2 36.0 20.0 99.12 (11X48)+(59X2X11.3/12) 639.11 SQ. FT. ' 3in 46.7 45.3 96.52 LEACHING CAPACITY ' 3out — — 96.35 639.11 X 0.74 472.94 GAL. DAY a 4 42.5 53.6 96.34 / � 5 59.0 46.4 96.35 BOTTOM OF SAS 95.40 ' c�� ly ,2 sew c�- L��.� f'�o �^^ ►+��s-� I t,� `�f C-�'�c..�n v�J�` r , 270.78 i �j 1 i 'p w LOT 13 � ` 40,011. 1 f S.F. ! � � v w �o � ExrsnNc �v FOUNDA AON e �' 71.3' o '��c� �Od s� �� x � � y " � � � ,�"o � � � � N � � _ � L=165.52' ��� s�''' SISTERS CIRCLE TO THE BEST OF MY INFORMATION, ��AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE SEPTIC YARMOUTHPORT, MASS. SYSTEM SHOWN ON THI�. I�.LA.N LOT 13, PL. BK. 620 PG. 27 HAS BEEN LOCATED F.��T „ , ,� �;RQUND DATE_ 6�17/2011 SCALE 1 = 40 AS INDICATE . � R���� .� � Li� ' �:��`�f�- JOB 6920-00 CLIENT DUBLIN '. � �, 6 17 2011 . �3 �'$�� �, �; SWEETSER ENGINEERING � 203 SETUCKET ROAD � DATE PROFESSIONAL "�EYOR P0 BOX 713 SOUTH DENDTIS, �a ozsso � `*"=�'�""'' OFF. 508-385-6900 FAX 508-385-6991 � C: � S8 � PROJ I 6920-00 I dwg � 6920-SEPTIC AB-13.DWG O 20Z1 SWEETSER ENGINEERING